2020Article de journal ER3 Auteurs : Djelal-Dantec, Chafika; Long, Mardy; Haddi, Abdelkader; Szulc, Julien Effect of marine environment on the behaviour of concrete structures reinforced by composite materials Dans: Mechanics & Industry, vol. 21, no. 4, p. 407, 2020. Liens @article{Djelal2020b,
title = {Effect of marine environment on the behaviour of concrete structures reinforced by composite materials},
author = {Chafika Djelal-Dantec and Mardy Long and Abdelkader Haddi and Julien Szulc},
doi = {10.1051/meca/2020033},
year = {2020},
date = {2020-01-01},
journal = {Mechanics & Industry},
volume = {21},
number = {4},
pages = {407},
publisher = {EDP Sciences},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2020Article de journal ER3 Auteurs : Vanhove, Yannick; Djelal-Dantec, Chafika Influence of rheological properties of concrete foundation on the implementation of continuous flight auger (CFA) piles Dans: Materials and Structures, vol. 53, no. 5, 2020. Liens @article{Vanhove2020b,
title = {Influence of rheological properties of concrete foundation on the implementation of continuous flight auger (CFA) piles},
author = {Yannick Vanhove and Chafika Djelal-Dantec},
doi = {10.1617/s11527-020-01556-y},
year = {2020},
date = {2020-09-01},
journal = {Materials and Structures},
volume = {53},
number = {5},
publisher = {Springer Science and Business Media LLC},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2020Article de journal ER3 Auteurs : Ajouguim, Soukaina; Page, Jonathan; Djelal-Dantec, Chafika; Waqif, Mohamed; â, Latifa Sa Investigation on the use of ground alfa fibres as reinforcement of cement mortars Dans: Proceedings of the Institution of Civil Engineers - Construction Materials, p. 1–11, 2020. Liens @article{Ajouguim2020,
title = {Investigation on the use of ground alfa fibres as reinforcement of cement mortars},
author = {Soukaina Ajouguim and Jonathan Page and Chafika Djelal-Dantec and Mohamed Waqif and Latifa Sa â},
doi = {10.1680/jcoma.20.00001},
year = {2020},
date = {2020-12-01},
journal = {Proceedings of the Institution of Civil Engineers - Construction Materials},
pages = {1--11},
publisher = {Thomas Telford Ltd.},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2020Article de journal ER3 Auteurs : Nouri, Assia; Hamrat, Mostefa; Boulekbache, Bensaid; Nouri, Said; Bouziadi, Farid; Labed, Abderrahim; Haddi, Abdelkader; Djelal-Dantec, Chafika Quantification of shear strength in reinforced concrete beams using digital image correlation: Experimental and analytical study Dans: Advances in Structural Engineering, vol. 24, no. 1, p. 147–164, 2020. Liens @article{Nouri2020,
title = {Quantification of shear strength in reinforced concrete beams using digital image correlation: Experimental and analytical study},
author = {Assia Nouri and Mostefa Hamrat and Bensaid Boulekbache and Said Nouri and Farid Bouziadi and Abderrahim Labed and Abdelkader Haddi and Chafika Djelal-Dantec},
doi = {10.1177/1369433220944510},
year = {2020},
date = {2020-07-01},
journal = {Advances in Structural Engineering},
volume = {24},
number = {1},
pages = {147--164},
publisher = {SAGE Publications},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2020Conférence ER3 Auteurs : Vanhove, Yannick; Djelal-Dantec, Chafika Effect of rheological properties of concrete foundation on the implementation of CFA-Piles 29th Conference on Rheology of Building Materials, OTH- Regensburg, Germany, 2020, (COM). @conference{,
title = {Effect of rheological properties of concrete foundation on the implementation of CFA-Piles},
author = {Yannick Vanhove and Chafika Djelal-Dantec},
year = {2020},
date = {2020-01-01},
booktitle = {29th Conference on Rheology of Building Materials, OTH- Regensburg, Germany},
note = {COM},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2020Article de journal ER3 Auteurs : Bouchedjra, Moussa; Amrouche, Abdelwaheb; Kanit, Toufik; Belouchrani, Mohamed El Amine Microstructural features effect on the evolution of cyclic damage for polycrystalline metals using a multiscale approach Dans: International Journal of Damage Mechanics, vol. 30, no. 1, p. 77–102, 2020. Liens @article{Bouchedjra2020,
title = {Microstructural features effect on the evolution of cyclic damage for polycrystalline metals using a multiscale approach},
author = {Moussa Bouchedjra and Abdelwaheb Amrouche and Toufik Kanit and Mohamed El Amine Belouchrani},
doi = {10.1177/1056789520950409},
year = {2020},
date = {2020-08-01},
journal = {International Journal of Damage Mechanics},
volume = {30},
number = {1},
pages = {77--102},
publisher = {SAGE Publications},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2020Article de journal ER3 Auteurs : Messellek, Ali Cherif; Ouali, Mohand Ould; Amrouche, Abdelwaheb Adaptive finite element simulation of fretting wear and fatigue in a taper junction of modular hip prosthesis Dans: Journal of the Mechanical Behavior of Biomedical Materials, vol. 111, p. 103993, 2020. Liens @article{Messellek_2020,
title = {Adaptive finite element simulation of fretting wear and fatigue in a taper junction of modular hip prosthesis},
author = {Ali Cherif Messellek and Mohand Ould Ouali and Abdelwaheb Amrouche},
doi = {10.1016/j.jmbbm.2020.103993},
year = {2020},
date = {2020-11-01},
journal = {Journal of the Mechanical Behavior of Biomedical Materials},
volume = {111},
pages = {103993},
publisher = {Elsevier BV},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2019Article de journal ER3 Auteurs : Habib, Berrekia; Djebbara, Benzerga; Haddi, Abdelkader Behavior and damage of a pipe in the presence of a corrosion defect depth of 10 % of its thickness and highlighting the weaknesses of the ASME / B31G method Dans: Frattura ed Integrita Strutturale, vol. 13, no. 49, p. 643-654, 2019, (ACL). Liens @article{,
title = {Behavior and damage of a pipe in the presence of a corrosion defect depth of 10 % of its thickness and highlighting the weaknesses of the ASME / B31G method},
author = {Berrekia Habib and Benzerga Djebbara and Abdelkader Haddi},
url = {https://www.fracturae.com/index.php/fis/article/view/2421},
doi = {10.3221/IGF-ESIS.49.58},
year = {2019},
date = {2019-01-01},
journal = {Frattura ed Integrita Strutturale},
volume = {13},
number = {49},
pages = {643-654},
note = {ACL},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2019Article de journal ER3 Auteurs : Adel, Chouiter; Djebbara, Benzerga; Haddi, Abdelkader; T., Tamine Prediction of cycle life of expansion bellows for fixed tube sheet heat exchanger Dans: Frattura ed Integrita Strutturale, vol. 13, no. 14, p. 30-38, 2019, (ACL). Liens @article{,
title = {Prediction of cycle life of expansion bellows for fixed tube sheet heat exchanger},
author = {Chouiter Adel and Benzerga Djebbara and Abdelkader Haddi and Tamine T.},
url = {https://www.fracturae.com/index.php/fis/article/view/2146},
doi = {10.3221/IGF-ESIS.47.03},
year = {2019},
date = {2019-01-01},
journal = {Frattura ed Integrita Strutturale},
volume = {13},
number = {14},
pages = {30-38},
note = {ACL},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2019Conférence ER3 Auteurs : Amziane, S; Djelal-Dantec, Chafika; El-Cheikh, K; Fabbris, F; Fataei, S; Feys, D; Greim, M; Ivanova, I; Keller, H; Khayat, K; Libessart, Laurent; Mechcherine, V; Navarette, I; Perrot, A; Secrieru, E; Sonebi, M; Vanhove, Yannick An overview of RILEM TC MRP round-robin testing of concrete and mortar rheology in Bethune France, May 2018 2nd International RILEM Conference Rheology and Processing of Contruction Materials (RheoCon2), 9th International RILEM Symposium Self-Compacting Concerte (SCC9), Dresden, Germany, 2019, (ACTI). @conference{Amzi2019a,
title = {An overview of RILEM TC MRP round-robin testing of concrete and mortar rheology in Bethune France, May 2018},
author = {S Amziane and Chafika Djelal-Dantec and K El-Cheikh and F Fabbris and S Fataei and D Feys and M Greim and I Ivanova and H Keller and K Khayat and Laurent Libessart and V Mechcherine and I Navarette and A Perrot and E Secrieru and M Sonebi and Yannick Vanhove},
year = {2019},
date = {2019-01-01},
booktitle = {2nd International RILEM Conference Rheology and Processing of Contruction Materials (RheoCon2), 9th International RILEM Symposium Self-Compacting Concerte (SCC9)},
address = {Dresden, Germany},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Conférence ER3 Auteurs : Djelal-Dantec, Chafika; Bouziadi, F; Boulekbache, B; Haddi, Abdelkader; Hamrat, M Creep of reinforced concrete beams under sustained loads: Experiments and numerical modeling approaches 2nd International RILEM Conference Rheology and Processing of Contruction Materials (RheoCon2), 9th International RILEM Symposium Self-Compacting Concrete (SCC9), Dresden, Germany, 2019, (ACTI). @conference{Djel2019a,
title = {Creep of reinforced concrete beams under sustained loads: Experiments and numerical modeling approaches},
author = {Chafika Djelal-Dantec and F Bouziadi and B Boulekbache and Abdelkader Haddi and M Hamrat},
year = {2019},
date = {2019-09-01},
booktitle = {2nd International RILEM Conference Rheology and Processing of Contruction Materials (RheoCon2), 9th International RILEM Symposium Self-Compacting Concrete (SCC9)},
address = {Dresden, Germany},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Conférence ER3 Auteurs : Page, Jonathan; Libessart, Laurent; Djelal-Dantec, Chafika; Laiymani, Issam Feasability of using biomass fly ash in cementitious materials International Conference on Smart Materials for Sustainable Construction, SMASCO, Lulea, Sweden, 2019, (ACTI). @conference{Page2019b,
title = {Feasability of using biomass fly ash in cementitious materials},
author = {Jonathan Page and Laurent Libessart and Chafika Djelal-Dantec and Issam Laiymani},
year = {2019},
date = {2019-01-01},
booktitle = {International Conference on Smart Materials for Sustainable Construction, SMASCO},
address = {Lulea, Sweden},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Conférence ER3 Auteurs : Djelal-Dantec, Chafika; Page, Jonathan; Vanhove, Yannick; Kada, Hassina Experimental study on the valorisation of poplar by products in cement-based materials The Fifth International Conference (CIGOS 2019), Hanoï, Vietnam, 2019, (ACTI). @conference{Djel2019c,
title = {Experimental study on the valorisation of poplar by products in cement-based materials},
author = {Chafika Djelal-Dantec and Jonathan Page and Yannick Vanhove and Hassina Kada},
year = {2019},
date = {2019-01-01},
booktitle = {The Fifth International Conference (CIGOS 2019)},
address = {Hanoï, Vietnam},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Conférence ER3 Auteurs : Ajouguim, Soukaina; Djelal-Dantec, Chafika; Page, Jonathan; Waqif, M; Abdelouahdi, K; Saadi, L Experimental investigation on the use of alfa fibers as reinforcement of cementitious materials Third International Conference on Bio-Based Building Materials (ICBBM), Belfast, United-Kingdom, 2019, (ACTI). @conference{Agou2019a,
title = {Experimental investigation on the use of alfa fibers as reinforcement of cementitious materials},
author = {Soukaina Ajouguim and Chafika Djelal-Dantec and Jonathan Page and M Waqif and K Abdelouahdi and L Saadi},
year = {2019},
date = {2019-01-01},
booktitle = {Third International Conference on Bio-Based Building Materials (ICBBM)},
address = {Belfast, United-Kingdom},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Conférence ER3 Auteurs : Vanhove, Yannick; Agnaou, Elhachemi; Djelal-Dantec, Chafika Utilisation de 3 rhéomètres à béton pour l’étude de l’influence des additions et des superplastifiants sur le comportement rhéologique des bétons Journées Nationales du Bétons, JNB’19, Hammamet, Tunisie, 2019, (ACTI). @conference{Vanh2019a,
title = {Utilisation de 3 rhéomètres à béton pour l’étude de l’influence des additions et des superplastifiants sur le comportement rhéologique des bétons},
author = {Yannick Vanhove and Elhachemi Agnaou and Chafika Djelal-Dantec},
year = {2019},
date = {2019-01-01},
booktitle = {Journées Nationales du Bétons, JNB’19},
address = {Hammamet, Tunisie},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Conférence ER3 Auteurs : Bouziadi, F; Boulekbache, B; Haddi, Abdelkader; Hamrat, M; Djelal-Dantec, Chafika; Lahmar, N Analyse du retrait total à long terme du béton à haute résistance contenant des fibres sous différentes températures de cure Journées Nationales du Bétons, JNB’19, Hammamet, Tunisie, 2019, (ACTI). @conference{Bouz2019,
title = {Analyse du retrait total à long terme du béton à haute résistance contenant des fibres sous différentes températures de cure},
author = {F Bouziadi and B Boulekbache and Abdelkader Haddi and M Hamrat and Chafika Djelal-Dantec and N Lahmar},
year = {2019},
date = {2019-04-01},
booktitle = {Journées Nationales du Bétons, JNB’19},
address = {Hammamet, Tunisie},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Conférence ER3 Auteurs : Djelal-Dantec, Chafika; Libessart, Laurent; Vanhove, Yannick Tribologie et phénoménologie des interfaces béton/coffrage Journées Nationales du Bétons, JNB’19, Hammamet, Tunisie, 2019, (ACTI). @conference{Djel2019b,
title = {Tribologie et phénoménologie des interfaces béton/coffrage},
author = {Chafika Djelal-Dantec and Laurent Libessart and Yannick Vanhove},
year = {2019},
date = {2019-04-01},
booktitle = {Journées Nationales du Bétons, JNB’19},
address = {Hammamet, Tunisie},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Actes ER3 Auteurs : Vanhove, Yannick; Djelal-Dantec, Chafika; Dairou, M; Thibaut, F; Gotteland, P Rheological behavior of concrete foundation during Pile-driving operations Arras, France, 2019, ISBN: 978-2-35158-230-5, (ACTI). @proceedings{Vanh2019b,
title = {Rheological behavior of concrete foundation during Pile-driving operations},
author = {Yannick Vanhove and Chafika Djelal-Dantec and M Dairou and F Thibaut and P Gotteland},
editor = {RILEM},
isbn = {978-2-35158-230-5},
year = {2019},
date = {2019-01-01},
booktitle = {Proceeding of the International RILEM Workshop on Rheological Measurements of Cement-based Materials (IRWRMC’18), RILEM Proceedings PRO 132},
address = {Arras, France},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {proceedings}
}
|
2019Actes ER3 Auteurs : Azzi, M -A; Djelal-Dantec, Chafika; Vanhove, Yannick; Madec, O; Gotteland, P Recommendations on the mix design of concrete foundations for diaphragm walls ; Application to the “Grand Paris” building site Arras, France, 2019, ISBN: 978-2-35158-230-5, (ACTI). @proceedings{Azzi2018a,
title = {Recommendations on the mix design of concrete foundations for diaphragm walls ; Application to the “Grand Paris” building site},
author = {M -A Azzi and Chafika Djelal-Dantec and Yannick Vanhove and O Madec and P Gotteland},
editor = {RILEM},
isbn = {978-2-35158-230-5},
year = {2019},
date = {2019-05-01},
booktitle = {Proceeding of the International RILEM Workshop on Rheological Measurements of Cement-based Materials (IRWRMC’18), RILEM Proceedings PRO 132},
address = {Arras, France},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {proceedings}
}
|
2019Actes ER3 Auteurs : Laiymani, I; Libessart, Laurent; Hammouni, S; Djelal-Dantec, Chafika; Vanhove, Yannick Emulsion effects on the friction on the formwork/concrete interface Arras, 2019, ISBN: 978-2-35158-230-5, (ACTI). @proceedings{Laiy2019a,
title = {Emulsion effects on the friction on the formwork/concrete interface},
author = {I Laiymani and Laurent Libessart and S Hammouni and Chafika Djelal-Dantec and Yannick Vanhove},
editor = {RILEM},
isbn = {978-2-35158-230-5},
year = {2019},
date = {2019-05-01},
booktitle = {Proceeding of the International RILEM Workshop on Rheological Measurements of Cement-based Materials (IRWRMC’18), RILEM PRO 132},
address = {Arras},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {proceedings}
}
|
2019Conférence ER3 Auteurs : Libessart, Laurent; Laiymani, Issam; Djelal-Dantec, Chafika; Vanhove, Yannick Influence des émulsions sur le frottement du béton 37èmes Rencontres Universitaires de Génie Civil, Nice, 2019, (ACTN). @conference{Libe2019b,
title = {Influence des émulsions sur le frottement du béton},
author = {Laurent Libessart and Issam Laiymani and Chafika Djelal-Dantec and Yannick Vanhove},
year = {2019},
date = {2019-06-01},
booktitle = {37èmes Rencontres Universitaires de Génie Civil},
address = {Nice},
note = {ACTN},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Conférence ER3 Auteurs : Ajouguim, Soukaina; Page, Jonathan; Djelal-Dantec, Chafika; Saadi, L Formulation d’un composite cimentaire incorporant des fibres d’alfa : Influence de la longueur et du taux de fibres 37èmes Rencontres Universitaires de Génie Civil, Nice, 2019, (ACTN). @conference{Ajou2019b,
title = {Formulation d’un composite cimentaire incorporant des fibres d’alfa : Influence de la longueur et du taux de fibres},
author = {Soukaina Ajouguim and Jonathan Page and Chafika Djelal-Dantec and L Saadi},
year = {2019},
date = {2019-06-01},
booktitle = {37èmes Rencontres Universitaires de Génie Civil},
address = {Nice},
note = {ACTN},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Conférence ER3 Auteurs : Vanhove, Yannick; Djelal-Dantec, Chafika Rheological properties of concrete foundations One-Day Feedback – Round Robin Test “Comparison of Concrete Rheometers – International Tests at the Artois University (IUT Bethune), Paris, 2019, (COM). @conference{Vanh2019bb,
title = {Rheological properties of concrete foundations},
author = {Yannick Vanhove and Chafika Djelal-Dantec},
year = {2019},
date = {2019-01-01},
booktitle = {One-Day Feedback – Round Robin Test “Comparison of Concrete Rheometers – International Tests at the Artois University (IUT Bethune)},
address = {Paris},
note = {COM},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Conférence ER3 Auteurs : Libessart, Laurent; Djelal-Dantec, Chafika; Vanhove, Yannick Influence of concretes thixotropy on the tribological properties One-Day Feedback – Round Robin Test “Comparison of Concrete Rheometers – International Tests at the Artois University (IUT Bethune), Paris, 2019, (COM). @conference{Libe2019c,
title = {Influence of concretes thixotropy on the tribological properties},
author = {Laurent Libessart and Chafika Djelal-Dantec and Yannick Vanhove},
year = {2019},
date = {2019-11-01},
booktitle = {One-Day Feedback – Round Robin Test “Comparison of Concrete Rheometers – International Tests at the Artois University (IUT Bethune)},
address = {Paris},
note = {COM},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2019Ouvrage ER3 Auteurs : Djelal-Dantec, Chafika; Vanhove, Yannick Proceeding of the International RILEM Workshop on Rheological Measurements of Cement-based Materials (IRWRMC’18) RILEM Publications S.A.R.L, 2019, ISBN: ISBN 978-2-35158-230-5, e-ISBN 978-2-35158-231-2. @book{,
title = {Proceeding of the International RILEM Workshop on Rheological Measurements of Cement-based Materials (IRWRMC’18)},
author = {Chafika Djelal-Dantec and Yannick Vanhove},
editor = {Chafika Djelal-Dantec and Yannick Vanhove},
isbn = {ISBN 978-2-35158-230-5, e-ISBN 978-2-35158-231-2},
year = {2019},
date = {2019-01-01},
publisher = {RILEM Publications S.A.R.L},
keywords = {ER3},
pubstate = {published},
tppubtype = {book}
}
|
2019Article de journal ER3 Auteurs : Page, Jonathan; Khadraoui, Fouzia; Gomina, Moussa; Boutouil, Mohamed Influence of different surface treatments on the water absorption capacity of flax fibres: Rheology of fresh reinforced-mortars and mechanical properties in the hardened state Dans: Construction and Building Materials, vol. 199, p. 424–434, 2019. Liens @article{Page_2019,
title = {Influence of different surface treatments on the water absorption capacity of flax fibres: Rheology of fresh reinforced-mortars and mechanical properties in the hardened state},
author = {Jonathan Page and Fouzia Khadraoui and Moussa Gomina and Mohamed Boutouil},
doi = {10.1016/j.conbuildmat.2018.12.042},
year = {2019},
date = {2019-02-01},
journal = {Construction and Building Materials},
volume = {199},
pages = {424--434},
publisher = {Elsevier BV},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2018Article de journal ER3 Auteurs : Tilioua, Amine; Libessart, Laurent; Lassue, Stéphane Characterization of the thermal properties of fibrous insulation materials made from recycled textile fibers for building applications : Theoretical and experimental analyses Dans: Applied Thermal Engineering, vol. 142, p. 56 - 67, 2018, ISSN: 1359-4311, (ACL). Résumé | Liens @article{TILIOUA201856,
title = {Characterization of the thermal properties of fibrous insulation materials made from recycled textile fibers for building applications : Theoretical and experimental analyses},
author = {Amine Tilioua and Laurent Libessart and Stéphane Lassue},
url = {http://www.sciencedirect.com/science/article/pii/S1359431117355473},
doi = {https://doi.org/10.1016/j.applthermaleng.2018.06.071},
issn = {1359-4311},
year = {2018},
date = {2018-01-01},
journal = {Applied Thermal Engineering},
volume = {142},
pages = {56 - 67},
abstract = {The present study focuses on the thermal characterization of an insulation material made from recycled textile fibers for building applications, which qualifies as a semi-transparent medium. Experimental and numerical studies have been carried out to determine the radiative flux ratio for such a recycled textile fiber-based insulation for three thicknesses (5.35 mm, 5.67 mm and 6.64 mm). The inverse method, which relies on reflection and transmission measurements using a Fourier-Transform Infrared Spectrometer coupled to an integrating sphere, has been applied along with a least squares procedure. The relevant radiative properties of recycled textile insulation material are obtained by minimizing the deviation between experimental and theoretical data. The effective thermal conductivity of the fibrous insulation is measured at room temperature by means of a fluxmeter device. The radiative thermal conductivity is estimated by implementing the Rosseland model, while phonic conductivity is derived from the effective thermal conductivity. The radiative thermal conductivity displays a very limited effect in comparison with phonic thermal conductivity; the latter varies according to thickness, which in turn is determined by fiber density and size. Phonic thermal conductivity accounts for 26% of the effective thermal conductivity and moreover constitutes a large share (74%) relative to the radiative conductivity. The maximum radiative thermal conductivity value equals 0.0102 W m−1 K−1 for a thickness of 5.67 mm, with this value dropping slightly to 0.010 W m−1 K−1 for a thickness of 6.46 mm, and to a minimum value of 0.0096 W m−1 K−1 at a 5.35-mm thickness.},
note = {ACL},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
The present study focuses on the thermal characterization of an insulation material made from recycled textile fibers for building applications, which qualifies as a semi-transparent medium. Experimental and numerical studies have been carried out to determine the radiative flux ratio for such a recycled textile fiber-based insulation for three thicknesses (5.35 mm, 5.67 mm and 6.64 mm). The inverse method, which relies on reflection and transmission measurements using a Fourier-Transform Infrared Spectrometer coupled to an integrating sphere, has been applied along with a least squares procedure. The relevant radiative properties of recycled textile insulation material are obtained by minimizing the deviation between experimental and theoretical data. The effective thermal conductivity of the fibrous insulation is measured at room temperature by means of a fluxmeter device. The radiative thermal conductivity is estimated by implementing the Rosseland model, while phonic conductivity is derived from the effective thermal conductivity. The radiative thermal conductivity displays a very limited effect in comparison with phonic thermal conductivity; the latter varies according to thickness, which in turn is determined by fiber density and size. Phonic thermal conductivity accounts for 26% of the effective thermal conductivity and moreover constitutes a large share (74%) relative to the radiative conductivity. The maximum radiative thermal conductivity value equals 0.0102 W m−1 K−1 for a thickness of 5.67 mm, with this value dropping slightly to 0.010 W m−1 K−1 for a thickness of 6.46 mm, and to a minimum value of 0.0096 W m−1 K−1 at a 5.35-mm thickness. |
2018Article de journal ER3 Auteurs : Bouchedjra, M; Kanit, T; Boulemia, C; Amrouche, Abdelwaheb; Belouchrani, M E A Determination of the RVE size for polycrystal metals to predict monotonic and cyclic elastoplastic behavior: Statistical and numerical approach with new criteria Dans: European Journal of Mechanics, A/Solids, vol. 72, p. 1-15, 2018, (cited By 0). Liens @article{Bouchedjra20181,
title = {Determination of the RVE size for polycrystal metals to predict monotonic and cyclic elastoplastic behavior: Statistical and numerical approach with new criteria},
author = {M Bouchedjra and T Kanit and C Boulemia and Abdelwaheb Amrouche and M E A Belouchrani},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85046031401&doi=10.1016%2fj.euromechsol.2018.04.011&partnerID=40&md5=01417e1e2c72f664ab90951239602ec1},
doi = {10.1016/j.euromechsol.2018.04.011},
year = {2018},
date = {2018-01-01},
journal = {European Journal of Mechanics, A/Solids},
volume = {72},
pages = {1-15},
note = {cited By 0},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2018Article de journal ER3 Auteurs : Bouziadi, Farid; Boulekbache, Bensaid; Haddi, Abdelkader; Djelal-Dantec, Chafika; Hamrat, Mostefa Numerical analysis of shrinkage of steel fiber reinforced high-strength concrete subjected to thermal loading Dans: Construction and Building Materials, vol. 181, p. 381 - 393, 2018, ISSN: 0950-0618, (ACL). Résumé | Liens @article{BOUZIADI2018381,
title = {Numerical analysis of shrinkage of steel fiber reinforced high-strength concrete subjected to thermal loading},
author = {Farid Bouziadi and Bensaid Boulekbache and Abdelkader Haddi and Chafika Djelal-Dantec and Mostefa Hamrat},
url = {http://www.sciencedirect.com/science/article/pii/S0950061818314454},
doi = {https://doi.org/10.1016/j.conbuildmat.2018.06.054},
issn = {0950-0618},
year = {2018},
date = {2018-01-01},
journal = {Construction and Building Materials},
volume = {181},
pages = {381 - 393},
abstract = {In this study, a numerical investigation is conducted to simulate the total shrinkage strain of High-Strength Concrete (HSC) and Steel Fiber Reinforced High-Strength concrete (SFRHSC) by means of the transient thermal-stress analysis. The ANSYS finite element software has been used in order to evaluate the shrinkage by taking into account both the thermal and mechanical properties of the concrete. These properties are calculated using the maturity concept and the two-phase serial model. The experimental work was carried out to assess the influence of the external temperatures, steel fibers (SF) and their volume fraction on the total shrinkage strain of the SFRHSC which has been exposed to isothermal temperature of 20, 35 and 50 °C. Two dosages of 0.5% and 1% for the SF with aspect ratio of 55 have been considered. The main results obtained from the FE analysis show a good agreement with the founded experimental results under different thermal conditions. According to the obtained numerical results, an increase of the dosage of fibers will reduce the total shrinkage strain. Additionally, the curing temperature raises significantly the evolution of the total shrinkage strain.},
note = {ACL},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
In this study, a numerical investigation is conducted to simulate the total shrinkage strain of High-Strength Concrete (HSC) and Steel Fiber Reinforced High-Strength concrete (SFRHSC) by means of the transient thermal-stress analysis. The ANSYS finite element software has been used in order to evaluate the shrinkage by taking into account both the thermal and mechanical properties of the concrete. These properties are calculated using the maturity concept and the two-phase serial model. The experimental work was carried out to assess the influence of the external temperatures, steel fibers (SF) and their volume fraction on the total shrinkage strain of the SFRHSC which has been exposed to isothermal temperature of 20, 35 and 50 °C. Two dosages of 0.5% and 1% for the SF with aspect ratio of 55 have been considered. The main results obtained from the FE analysis show a good agreement with the founded experimental results under different thermal conditions. According to the obtained numerical results, an increase of the dosage of fibers will reduce the total shrinkage strain. Additionally, the curing temperature raises significantly the evolution of the total shrinkage strain. |
2018Article de journal ER3 Auteurs : Bouziadi, Farid; Boulekbache, Bensaid; Haddi, Abdelkader; Djelal-Dantec, Chafika Experimental and finite element analysis of creep behaviour of steel fibre reinforced high strength concrete beams Dans: Construction and Building Materials, vol. 173, p. 101 - 110, 2018, ISSN: 0950-0618, (ACL). Résumé | Liens @article{BOUZIADI2018101,
title = {Experimental and finite element analysis of creep behaviour of steel fibre reinforced high strength concrete beams},
author = {Farid Bouziadi and Bensaid Boulekbache and Abdelkader Haddi and Chafika Djelal-Dantec},
url = {http://www.sciencedirect.com/science/article/pii/S0950061818308031},
doi = {https://doi.org/10.1016/j.conbuildmat.2018.04.013},
issn = {0950-0618},
year = {2018},
date = {2018-01-01},
journal = {Construction and Building Materials},
volume = {173},
pages = {101 - 110},
abstract = {The present study is focused on experimental investigations and numerical analyses of compressive and tensile total creep at long-term of high-strength concrete (HSC) beams. Reinforced concrete (RC) beams with and without steel fibres were investigated for their long-term creep behaviour. These beams are under sustained uniformly distributed load (SUDL) in bending containing steel fibres (SF) with two aspect ratios (55 and 80) and two steel fibre dosages (0.5% and 1%). The objective of this work is to evaluate the influence of steel fibres, their dosage and their aspect ratio on compressive and tensile total creep. Experimental results show that the long-term total creep is influenced by the volume fractions of steel fibres. Moreover, steel fibres decrease the tensile total creep more than the compressive one. A non-linear finite element method (FEM) is performed to simulate the long-term total creep strain rate included thanks to the time hardening model called generalized Garofalo creep which is based on Bailey-Norton law called power law creep. It was found a good agreement between the experimental and numerical results.},
note = {ACL},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
The present study is focused on experimental investigations and numerical analyses of compressive and tensile total creep at long-term of high-strength concrete (HSC) beams. Reinforced concrete (RC) beams with and without steel fibres were investigated for their long-term creep behaviour. These beams are under sustained uniformly distributed load (SUDL) in bending containing steel fibres (SF) with two aspect ratios (55 and 80) and two steel fibre dosages (0.5% and 1%). The objective of this work is to evaluate the influence of steel fibres, their dosage and their aspect ratio on compressive and tensile total creep. Experimental results show that the long-term total creep is influenced by the volume fractions of steel fibres. Moreover, steel fibres decrease the tensile total creep more than the compressive one. A non-linear finite element method (FEM) is performed to simulate the long-term total creep strain rate included thanks to the time hardening model called generalized Garofalo creep which is based on Bailey-Norton law called power law creep. It was found a good agreement between the experimental and numerical results. |
2018Article de journal ER3 Auteurs : Kesteloot, Stephan; Haddi, Abdelkader; Djelal-Dantec, Chafika Experimental and Numerical Investigations of Damage Behaviour at the Fibre Mortar Composite Interfaces Dans: International Journal of Civil Engineering, vol. 16, no. 11, p. 1523-1532, 2018, ISSN: 2383-3874, (ACL). Liens @article{,
title = {Experimental and Numerical Investigations of Damage Behaviour at the Fibre Mortar Composite Interfaces},
author = {Stephan Kesteloot and Abdelkader Haddi and Chafika Djelal-Dantec},
url = {https://link.springer.com/article/10.1007%2Fs40999-018-0287-y},
doi = {10.1007/s40999-018-0287-y},
issn = {2383-3874},
year = {2018},
date = {2018-01-01},
journal = {International Journal of Civil Engineering},
volume = {16},
number = {11},
pages = {1523-1532},
note = {ACL},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2018Article de journal ER3 Auteurs : B., Nekkaa; Djebbara, Benzerga; Haddi, Abdelkader Damage analysis of corroded pipelines reinforced by composite materials Dans: International Review of Mechanical Engineering, vol. 12, no. 3, p. 249-254, 2018, (ACL). Liens @article{,
title = {Damage analysis of corroded pipelines reinforced by composite materials},
author = {Nekkaa B. and Benzerga Djebbara and Abdelkader Haddi},
url = {https://www.praiseworthyprize.org/jsm/index.php?journal=ireme&page=article&op=view&path[]=21393},
doi = {10.15866/ireme.v12i3.13447},
year = {2018},
date = {2018-01-01},
journal = {International Review of Mechanical Engineering},
volume = {12},
number = {3},
pages = {249-254},
note = {ACL},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2018Article de journal ER3 Auteurs : Cheikh, Khadija El; Djelal-Dantec, Chafika; Vanhove, Yannick; Pizette, Patrick; Rémond, Sébastien Experimental and numerical study of granular medium-rough wall interface friction Dans: Advanced Powder Technology, vol. 29, no. 1, p. 130 - 141, 2018, ISSN: 0921-8831, (ACL). Résumé | Liens @article{ELCHEIKH2018130,
title = {Experimental and numerical study of granular medium-rough wall interface friction},
author = {Khadija El Cheikh and Chafika Djelal-Dantec and Yannick Vanhove and Patrick Pizette and Sébastien Rémond},
url = {http://www.sciencedirect.com/science/article/pii/S0921883117304168},
doi = {https://doi.org/10.1016/j.apt.2017.10.020},
issn = {0921-8831},
year = {2018},
date = {2018-01-01},
journal = {Advanced Powder Technology},
volume = {29},
number = {1},
pages = {130 - 141},
abstract = {Wall roughness plays a crucial role in granular medium - rough wall interface friction. In this study, an experimental device has been designed to study the influence of boundary conditions, more specifically wall roughness, on the behavior of sheared granular medium. The study is based on use of an analog model, and consists of simulating roughness by means of notches and grains in the medium by monodisperse beads and on use of a numerical model based on the discrete element method. The test protocol entails displacing at fixed speed notched rods under confined granular medium. Movement of the beads layer near the rods as well as friction of the beads against the rods are both studied herein. Results indicate that the parameter controlling friction at the granular medium - rough wall interface is primarily the depth of beads embedment in surface asperities. The objective of the associated numerical modeling is to supplement the experimental results.},
note = {ACL},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
Wall roughness plays a crucial role in granular medium - rough wall interface friction. In this study, an experimental device has been designed to study the influence of boundary conditions, more specifically wall roughness, on the behavior of sheared granular medium. The study is based on use of an analog model, and consists of simulating roughness by means of notches and grains in the medium by monodisperse beads and on use of a numerical model based on the discrete element method. The test protocol entails displacing at fixed speed notched rods under confined granular medium. Movement of the beads layer near the rods as well as friction of the beads against the rods are both studied herein. Results indicate that the parameter controlling friction at the granular medium - rough wall interface is primarily the depth of beads embedment in surface asperities. The objective of the associated numerical modeling is to supplement the experimental results. |
2018Conférence ER3 Auteurs : Libessart, Laurent; Lahlou, Amine; Djelal-Dantec, Chafika; Vanhove, Yannick; Mateo, Sandrine Influence of the emulsions to the interface formwork/concrete 2nd Edition of the International Workshop on Durability and Sustainability of Concrete Structures (DSCS 2018), Moscow, Russia, 2018, (ACTI). @conference{Libe2018a,
title = {Influence of the emulsions to the interface formwork/concrete},
author = {Laurent Libessart and Amine Lahlou and Chafika Djelal-Dantec and Yannick Vanhove and Sandrine Mateo},
year = {2018},
date = {2018-06-01},
booktitle = {2nd Edition of the International Workshop on Durability and Sustainability of Concrete Structures (DSCS 2018)},
address = {Moscow, Russia},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2018Conférence ER3 Auteurs : Djelal-Dantec, Chafika; Vanhove, Yannick; Roussel, N; Gotteland, P; Darson, S; Borel, S New tests for Tremie Concrete EFFC/DFI/FNTP works, DFI/EFFC International Conference on Deep Foundations and Ground Improvement, Rome, Italy, 2018, (ACTI). @conference{Djel2018b,
title = {New tests for Tremie Concrete EFFC/DFI/FNTP works, DFI/EFFC},
author = {Chafika Djelal-Dantec and Yannick Vanhove and N Roussel and P Gotteland and S Darson and S Borel},
year = {2018},
date = {2018-06-01},
booktitle = {International Conference on Deep Foundations and Ground Improvement},
address = {Rome, Italy},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2018Conférence ER3 Auteurs : Fajfrowski, M; Djelal-Dantec, Chafika; Vanhove, Yannick Un nouvel instrument de caractérisation : le tribomètre béton Journées Internationales de Tribologie (JIFT 2018), Mines Paris Tech CEMEF, Sophia Antipolis, 2018, (ACTI). @conference{Fajf2018a,
title = {Un nouvel instrument de caractérisation : le tribomètre béton},
author = {M Fajfrowski and Chafika Djelal-Dantec and Yannick Vanhove},
year = {2018},
date = {2018-05-01},
booktitle = {Journées Internationales de Tribologie (JIFT 2018), Mines Paris Tech CEMEF},
address = {Sophia Antipolis},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2018Conférence ER3 Auteurs : Libessart, Laurent; Djelal-Dantec, Chafika; Joly, N; Vanhove, Yannick; Martin, P Utilisation des huiles recyclées pour le décoffrage du béton – Etude de l’esthétique des parements Journées d’Etude Techniques de l’Association Franco-Maghrebine de Mécanique et des Matériaux (AF3M), JET’2018, Marrakech, 2018, (ACTI). @conference{Libe2018b,
title = {Utilisation des huiles recyclées pour le décoffrage du béton – Etude de l’esthétique des parements},
author = {Laurent Libessart and Chafika Djelal-Dantec and N Joly and Yannick Vanhove and P Martin},
year = {2018},
date = {2018-05-01},
booktitle = {Journées d’Etude Techniques de l’Association Franco-Maghrebine de Mécanique et des Matériaux (AF3M), JET’2018},
address = {Marrakech},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2018Conférence ER3 Auteurs : Agnaou, E; Vanhove, Yannick; Djelal-Dantec, Chafika Correlating factors between rheometer for self-compacting concrete 12th fib International PhD-Symposium in Civil Engineering, Prague, 2018, (ACTI). @conference{Agna2018a,
title = {Correlating factors between rheometer for self-compacting concrete},
author = {E Agnaou and Yannick Vanhove and Chafika Djelal-Dantec},
year = {2018},
date = {2018-01-01},
booktitle = {12th fib International PhD-Symposium in Civil Engineering},
address = {Prague},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2018Conférence ER3 Auteurs : Agnaou, E; Vanhove, Yannick; Djelal-Dantec, Chafika Etude de l’influence des additions et des superplastifiants sur le comportement rhéologique des bétons autoplaçants à l’aide de trois rhéomètres 36èmes Rencontres Universitaires de Génie Civil, Saint Etienne, 2018, (ATCN). @conference{Agna2018b,
title = {Etude de l’influence des additions et des superplastifiants sur le comportement rhéologique des bétons autoplaçants à l’aide de trois rhéomètres},
author = {E Agnaou and Yannick Vanhove and Chafika Djelal-Dantec},
year = {2018},
date = {2018-01-01},
booktitle = {36èmes Rencontres Universitaires de Génie Civil},
address = {Saint Etienne},
note = {ATCN},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2018Conférence ER3 Auteurs : Vanhove, Yannick; Djelal-Dantec, Chafika Rheology of Tremie Concrete – Diaphragm wall and Pile-Driving Operations using Hollow Auger EFFC meeting, Federation of German Construction Industry, Berlin, 2018, (COM). @conference{Vanh2019d,
title = {Rheology of Tremie Concrete – Diaphragm wall and Pile-Driving Operations using Hollow Auger},
author = {Yannick Vanhove and Chafika Djelal-Dantec},
year = {2018},
date = {2018-01-01},
booktitle = {EFFC meeting, Federation of German Construction Industry},
address = {Berlin},
note = {COM},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2018Conférence ER3 Auteurs : Leussa, C Tchamo; Djangang, C Njiomou; Elimbi, A; Libessart, Laurent; Djelal-Dantec, Chafika Effects of aluminum hydroxide on the pozzolanic properties of kaolinitic clays The doctoral research and training unit for chemistry and application (URFD-CA) – PhD Students seminars in chemistry and application, Ed 2018, Yaoudé, Cameroun, 2018, (COM). @conference{Tcha2018a,
title = {Effects of aluminum hydroxide on the pozzolanic properties of kaolinitic clays},
author = {C Tchamo Leussa and C Njiomou Djangang and A Elimbi and Laurent Libessart and Chafika Djelal-Dantec},
year = {2018},
date = {2018-01-01},
booktitle = {The doctoral research and training unit for chemistry and application (URFD-CA) – PhD Students seminars in chemistry and application, Ed 2018},
address = {Yaoudé, Cameroun},
note = {COM},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2018Article de journal ER3 Auteurs : Cheikh, K El; Djelal-Dantec, Chafika; Vanhove, Yannick; Pizette, Patrick; Rémond, Sébastien Experimental and numerical study of granular medium-rough wall interface friction Dans: Advanced Powder Technology, vol. 29, no. 1, p. 130-141, 2018, (cited By 1). Liens @article{ElCheikh2018130b,
title = {Experimental and numerical study of granular medium-rough wall interface friction},
author = {K El Cheikh and Chafika Djelal-Dantec and Yannick Vanhove and Patrick Pizette and Sébastien Rémond},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032823309&doi=10.1016%2fj.apt.2017.10.020&partnerID=40&md5=611df63f3e46d6de1b710337441924f5},
doi = {10.1016/j.apt.2017.10.020},
year = {2018},
date = {2018-01-01},
journal = {Advanced Powder Technology},
volume = {29},
number = {1},
pages = {130-141},
note = {cited By 1},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2017Article de journal ER3 Auteurs : Messellek, A C; Ouali, M Ould; Benabid, Y; Amrouche, Abdelwaheb; Beloulla, A Material selection process for femoral component of hip prosthesis using finite element analysis and ranking method Dans: Computer Methods in Biomechanics and Biomedical Engineering, vol. 20, p. 133-134, 2017, (cited By 0). Liens @article{Messellek2017133,
title = {Material selection process for femoral component of hip prosthesis using finite element analysis and ranking method},
author = {A C Messellek and M Ould Ouali and Y Benabid and Abdelwaheb Amrouche and A Beloulla},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032685739&doi=10.1080%2f10255842.2017.1382897&partnerID=40&md5=550dc127b32fb0921a941b07084d3c54},
doi = {10.1080/10255842.2017.1382897},
year = {2017},
date = {2017-01-01},
journal = {Computer Methods in Biomechanics and Biomedical Engineering},
volume = {20},
pages = {133-134},
note = {cited By 0},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2017Article de journal ER3 Auteurs : Alatorre, N; Ambriz, R R; Amrouche, Abdelwaheb; García, C; Jaramillo, D Fatigue crack growth in Al-Zn-Mg (7075-T651) welds obtained by modified indirect and gas metal arc welding techniques Dans: Journal of Materials Processing Technology, vol. 248, p. 207-217, 2017, (cited By 1). Liens @article{Alatorre2017207,
title = {Fatigue crack growth in Al-Zn-Mg (7075-T651) welds obtained by modified indirect and gas metal arc welding techniques},
author = {N Alatorre and R R Ambriz and Abdelwaheb Amrouche and C García and D Jaramillo},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85020005705&doi=10.1016%2fj.jmatprotec.2017.05.025&partnerID=40&md5=d449e1b47b6ea6fbc6ac571cdc26d153},
doi = {10.1016/j.jmatprotec.2017.05.025},
year = {2017},
date = {2017-01-01},
journal = {Journal of Materials Processing Technology},
volume = {248},
pages = {207-217},
note = {cited By 1},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2017Article de journal ER3 Auteurs : Messellek, A C; Ouali, M O; Benabid, Y; Amrouche, Abdelwaheb; Beloulla, A Design optimization and material selection of acetabular component of hip prosthesis using computational concepts Dans: Computer Methods in Biomechanics and Biomedical Engineering, vol. 20, p. 131-132, 2017, (cited By 0). Liens @article{Messellek2017131,
title = {Design optimization and material selection of acetabular component of hip prosthesis using computational concepts},
author = {A C Messellek and M O Ouali and Y Benabid and Abdelwaheb Amrouche and A Beloulla},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-85032656904&doi=10.1080%2f10255842.2017.1382896&partnerID=40&md5=3c7b152414e55e7b4e99d32aab30b296},
doi = {10.1080/10255842.2017.1382896},
year = {2017},
date = {2017-01-01},
journal = {Computer Methods in Biomechanics and Biomedical Engineering},
volume = {20},
pages = {131-132},
note = {cited By 0},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2017Conférence ER3 Auteurs : Kesteloot, Stephan; Haddi, Abdelkader; Djelal-Dantec, Chafika Damage behaviour of millstone vaults reinforced by composite materials 17th International conference on new trends in fatigue and fracture, Cancunn Mexico, 2017. @conference{,
title = {Damage behaviour of millstone vaults reinforced by composite materials},
author = {Stephan Kesteloot and Abdelkader Haddi and Chafika Djelal-Dantec},
year = {2017},
date = {2017-01-01},
booktitle = {17th International conference on new trends in fatigue and fracture, Cancunn Mexico},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|
2017Article de journal ER3 Auteurs : Engone, Jean-Gérard Ndong; Vanhove, Yannick; Djelal-Dantec, Chafika; Kada, Hassina Optimizing mortar extrusion using poplar wood sawdust for masonry building block Dans: The International Journal of Advanced Manufacturing Technology, vol. 95, no. 9, p. 3769–3780, 2017, ISBN: 1433-3015, (ACL). Résumé | Liens @article{Ndong2018,
title = {Optimizing mortar extrusion using poplar wood sawdust for masonry building block},
author = {Jean-Gérard Ndong Engone and Yannick Vanhove and Chafika Djelal-Dantec and Hassina Kada},
url = {https://doi.org/10.1007/s00170-017-1323-9},
doi = {10.1007/s00170-017-1323-9},
isbn = {1433-3015},
year = {2017},
date = {2017-12-21},
urldate = {2017-12-21},
journal = {The International Journal of Advanced Manufacturing Technology},
volume = {95},
number = {9},
pages = {3769--3780},
abstract = {The wood industry generates some 12 million tons of waste in France, 60% of which basically stems from sawmills. The reuse of this waste in the most common construction materials (e.g., concrete) may offer a sustainable solution. In the literature, the optimization of composites formulations generally focuses on aggregates plant pretreatment regardless of classical optimization parameters and the implementation process that can afford to get a high strength composite. The work presented herein is intended to optimize the mix design of a mortar made from poplar wood by-products, without involving any pretreatment. The conventional mix design parameters (i.e., paste volume, W/C ratio) have been varied. An optimal implementation technique (i.e., extrusion) was used. The wood mortar mix designs have been optimized in order to obtain composites compliant with French standard NF EN 771-3/CN, with respect to criteria regarding both dimensional tolerance and mechanical strength for structural elements (i.e., above 8 MPa at 7 days).A mortar mix design, optimized by means of extrusion, has been used as a reference. Poplar wood particles have been introduced through substitution for the sand volume. Test results indicate that the blocks produced from two wood mortar mixes with 60 and 70% wood aggregate-for-sand substitution rates are in line with the normative requirements relative to dimensional tolerances and mechanical strength. This material compliance underscores the potential use of such blocks as load-bearing masonry elements, thus facilitating the building of structures with a limited environmental impact.},
note = {ACL},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
The wood industry generates some 12 million tons of waste in France, 60% of which basically stems from sawmills. The reuse of this waste in the most common construction materials (e.g., concrete) may offer a sustainable solution. In the literature, the optimization of composites formulations generally focuses on aggregates plant pretreatment regardless of classical optimization parameters and the implementation process that can afford to get a high strength composite. The work presented herein is intended to optimize the mix design of a mortar made from poplar wood by-products, without involving any pretreatment. The conventional mix design parameters (i.e., paste volume, W/C ratio) have been varied. An optimal implementation technique (i.e., extrusion) was used. The wood mortar mix designs have been optimized in order to obtain composites compliant with French standard NF EN 771-3/CN, with respect to criteria regarding both dimensional tolerance and mechanical strength for structural elements (i.e., above 8 MPa at 7 days).A mortar mix design, optimized by means of extrusion, has been used as a reference. Poplar wood particles have been introduced through substitution for the sand volume. Test results indicate that the blocks produced from two wood mortar mixes with 60 and 70% wood aggregate-for-sand substitution rates are in line with the normative requirements relative to dimensional tolerances and mechanical strength. This material compliance underscores the potential use of such blocks as load-bearing masonry elements, thus facilitating the building of structures with a limited environmental impact. |
2016Proceedings Article ER3 Auteurs : Dairou, Mariam Mohaman; Vanhove, Yannick; Djelal-Dantec, Chafika; Kada, Hassina; Gotteland, Philippe Rheological Behaviour Study of Semi Flowable SCC during CFA Pile-Driving Operations Dans: p. 429, 2016, (ACTI). @inproceedings{dairou2016rheological,
title = {Rheological Behaviour Study of Semi Flowable SCC during CFA Pile-Driving Operations},
author = {Mariam Mohaman Dairou and Yannick Vanhove and Chafika Djelal-Dantec and Hassina Kada and Philippe Gotteland},
year = {2016},
date = {2016-01-01},
journal = {Washington DC, USA 15-18 May 2016 Edited by Kamal H. Khayat},
pages = {429},
note = {ACTI},
keywords = {ER3},
pubstate = {published},
tppubtype = {inproceedings}
}
|
2016Article de journal ER3 Auteurs : Djebli, A; Benhamena, A; Aminallah, L; Aid, A; Benguediab, M; Amrouche, Abdelwaheb Three-dimensional finite element analysis of fracture behaviour of adhesively bonded single lap-joints Dans: Mechanika, vol. 22, no. 5, p. 371-375, 2016, (cited By 0). Liens @article{Djebli2016371,
title = {Three-dimensional finite element analysis of fracture behaviour of adhesively bonded single lap-joints},
author = {A Djebli and A Benhamena and L Aminallah and A Aid and M Benguediab and Abdelwaheb Amrouche},
url = {https://www.scopus.com/inward/record.uri?eid=2-s2.0-84995743756&doi=10.5755%2fj01.mech.22.5.12879&partnerID=40&md5=6ce3f935bb693150f024ccc18a2b7246},
doi = {10.5755/j01.mech.22.5.12879},
year = {2016},
date = {2016-01-01},
journal = {Mechanika},
volume = {22},
number = {5},
pages = {371-375},
note = {cited By 0},
keywords = {ER3},
pubstate = {published},
tppubtype = {article}
}
|
2016Conférence ER3 Auteurs : S., Kermiche; Haddi, Abdelkader; Djelal-Dantec, Chafika; B., Redjel; O., Boussaid Damage predictions in concrete silo using finite element analyses Fib symposium, cape town, South Africa, 2016. @conference{,
title = {Damage predictions in concrete silo using finite element analyses},
author = {Kermiche S. and Abdelkader Haddi and Chafika Djelal-Dantec and Redjel B. and Boussaid O.},
year = {2016},
date = {2016-01-01},
booktitle = {Fib symposium, cape town, South Africa},
keywords = {ER3},
pubstate = {published},
tppubtype = {conference}
}
|