Membre

@article{bouziadi:hal-04136740,

title = {Development of a local bond shear stress-slip model of RC beams externally strengthened with FRP materials},

author = {Farid Bouziadi and Abdelkader Haddi and Touhami Tahenni and Bensaid Boulekbache and Mostefa Hamrat and Mz Naser and Sofiane Amziane},

url = {https://hal.science/hal-04136740},

doi = {10.1177/00219983231170047},

year  = {2023},

date = {2023-06-01},

urldate = {2023-06-01},

journal = {Journal of Composite Materials},

volume = {57},

number = {14},

pages = {2261-2285},

publisher = {SAGE Publications},

note = {ACL},

keywords = {ER3},

pubstate = {published},

tppubtype = {article}

}

@article{nadour:hal-04136749,

title = {Short- and long-term properties of self-compacting concrete containing recycled coarse aggregate under different curing temperatures: experimental and numerical study},

author = {Younes Nadour and Farid Bouziadi and Mostefa Hamrat and Bensaid Boulekbache and Sofiane Amziane and Abdelkader Haddi and Abderrahim Labed},

url = {https://hal.science/hal-04136749},

doi = {10.1617/s11527-023-02168-y},

year  = {2023},

date = {2023-05-01},

urldate = {2023-05-01},

journal = {Materials and structures},

volume = {56},

number = {4},

pages = {83},

publisher = {Springer Verlag},

note = {ACL},

keywords = {ER3},

pubstate = {published},

tppubtype = {article}

}

@article{bouziadi:hal-03650031,

title = {Finite element analysis of steady-state uniaxial basic creep of high-performance concrete},

author = {Farid Bouziadi and Bensaid Boulekbache and Touhami Tahenni and Abdelkader Haddi and Mostefa Hamrat and Sofiane Amziane},

url = {https://hal.archives-ouvertes.fr/hal-03650031},

doi = {10.1016/j.jobe.2022.104500},

year  = {2022},

date = {2022-07-01},

urldate = {2022-07-01},

journal = {Journal of Building Engineering},

volume = {52},

pages = {104500},

publisher = {Elsevier},

note = {ACL},

keywords = {ER3},

pubstate = {published},

tppubtype = {article}

}

@conference{bouziadi:hal-03650050,

title = {Total creep of RC beam subjected to sustained loads: Experiment and numerical medeling approach},

author = {Farid Bouziadi and Bensaid Boulekbache and Abdelkader Haddi},

url = {https://hal.archives-ouvertes.fr/hal-03650050},

year  = {2022},

date = {2022-03-01},

urldate = {2022-03-01},

abstract = {1st seminar international New trends on innovative construction materials, Tlemcen, Algeria},

note = {COM},

keywords = {ER3},

pubstate = {published},

tppubtype = {conference}

}

@article{talouti:hal-04136785,

title = {Numerical Investigations of Damage Behaviour at the Weld/Base Metal Interface},

author = {S. Talouti and D. Benzerga and Abdelkader Haddi},

url = {https://hal.science/hal-04136785},

doi = {10.5829/ije.2022.35.12c.09},

year  = {2022},

date = {2022-01-01},

urldate = {2022-01-01},

journal = {International Journal of Engineering},

volume = {35},

number = {12},

pages = {2337-2343},

publisher = {Materials and Energy Research Center},

note = {ACL},

keywords = {ER3},

pubstate = {published},

tppubtype = {article}

}

@article{bouziadi:hal-03650031b,

title = {Finite element analysis of steady-state uniaxial basic creep of high-performance concrete},

author = {Farid Bouziadi and Bensaid Boulekbache and Touhami Tahenni and Abdelkader Haddi and Mostefa Hamrat and Sofiane Amziane},

url = {https://hal.science/hal-03650031},

doi = {10.1016/j.jobe.2022.104500},

year  = {2022},

date = {2022-07-01},

urldate = {2022-07-01},

journal = {Journal of Building Engineering},

volume = {52},

pages = {104500},

publisher = {Elsevier},

note = {ACL},

keywords = {ER3},

pubstate = {published},

tppubtype = {article}

}

@article{regad:hal-03616451,

title = {Repair and rehabilitation of corroded HDPE100 pipe using a new hybrid composite},

author = {Abdelmalek Regad and Djebara Benzerga and Habib Berrekia and Abdelkader Haddi and Nourredine Chekhar},

url = {https://hal-univ-artois.archives-ouvertes.fr/hal-03616451},

doi = {10.3221/IGF-ESIS.56.09},

year  = {2021},

date = {2021-01-01},

urldate = {2021-01-01},

journal = {Frattura ed Integrit`a Strutturale / Fracture and Structural Integrity},

volume = {15},

number = {56},

pages = {115-122},

publisher = {Universit`a di Cassino},

note = {ACL},

keywords = {ER3},

pubstate = {published},

tppubtype = {article}

}

@article{BOUZIADI2020109908,

title = {Finite element modeling of creep behavior of FRP-externally strengthened reinforced concrete beams},

author = {Farid Bouziadi and Bensaid Boulekbache and Abdelkader Haddi and Mostefa Hamrat and Chafika Djelal-Dantec},

url = {http://www.sciencedirect.com/science/article/pii/S0141029618334011},

doi = {https://doi.org/10.1016/j.engstruct.2019.109908},

issn = {0141-0296},

year  = {2020},

date = {2020-01-01},

journal = {Engineering Structures},

volume = {204},

pages = {109908},

abstract = {In this study, a nonlinear numerical analysis is carried out to predict the creep response of reinforced concrete (RC) beams externally strengthened using carbon fiber-reinforced polymer (CFRP) and glass fiber-reinforced polymer (GFRP) laminates. The beams are tested under static four-point bending; the level of sustained service load is equal to 59% of the ultimate capacities of the un-strengthened beams. The Burger rheological model is used to evaluate the flexural creep response (compressive and tensile creep) and then to validate the findings with experimental results. It is shown that the Burger model effectively predicts the creep of CFRP-bonded RC. Furthermore, parametric studies are performed to investigate the effects of: three fiber orientations of CFRP composites (0°, 45° and 90°), the CFRP thickness, and the type of FRP (CFRP and GFRP) on the flexural creep of FRP-externally retrofitted RC beams based on the Burger rheological model. According to the numerical results, a major reduction in creep strain is obtained with the 45° orientation of CFRP. An increase in CFRP-thickness significantly lowers the creep strain. Moreover, the CFRP laminates prove to be more effective than GFRP in improving the creep response.},

note = {ACL},

keywords = {ER3},

pubstate = {published},

tppubtype = {article}

}

@article{Lahmar2020,

title = {Experimental and finite element analysis of shrinkage of concrete made with recycled coarse aggregates subjected to thermal loading},

author = {Nassira Lahmar and Farid Bouziadi and Bensaid Boulekbache and El-Hadj Meziane and Mostefa Hamrat and Abdelkader Haddi and Chafika Djelal-Dantec},

doi = {10.1016/j.conbuildmat.2020.118564},

year  = {2020},

date = {2020-06-01},

journal = {Construction and Building Materials},

volume = {247},

pages = {118564},

publisher = {Elsevier BV},

keywords = {ER3},

pubstate = {published},

tppubtype = {article}

}

@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}

}

@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}

}

@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}

}

@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}

}

@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}

}

@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}

}

@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}

}

@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}

}

@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}

}

@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}

}

@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}

}

@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}

}

@article{hadd2012,

title = {Ŧhe influence of the drawing parameters and temperature rise on theprediction of chevron crack formation in wire drawing, InternationalJournal of Fracture, 176:171^a€“18},

author = {Abdelkader Haddi and A IMAD and G VEGA},

year  = {2012},

date = {2012-01-01},

note = {ACL},

keywords = {ER3},

pubstate = {published},

tppubtype = {article}

}

@article{hadd2012a,

title = {On the Analysis of Đie Wear in Wire-Đrawing Process, Ŧribology Ŧransactions,55:4, 466-472 2012.},

author = {Abdelkader Haddi and A IMAD and G VEGA},

year  = {2012},

date = {2012-01-01},

note = {ACL},

keywords = {ER3},

pubstate = {published},

tppubtype = {article}

}

@article{hadd2011,

title = {Analysis of temperature and speed effects on the drawing stress forimproving the wire drawing process, Materials and Đesign 32, 4310-€“431},

author = {Abdelkader Haddi and A IMAD and G VEGA},

year  = {2011},

date = {2011-01-01},

note = {ACL},

keywords = {ER3},

pubstate = {published},

tppubtype = {article}

}

@article{vega2009,

title = {Investigation of process parameters effect on the copper-wire drawing},

author = {Guillaume Véga and Abdelkader Haddi and Abdellatif Imad},

year  = {2009},

date = {2009-01-01},

journal = {Materials and Đesign},

volume = {30},

pages = {3308-3312.},

note = {ACL},

keywords = {ER3},

pubstate = {published},

tppubtype = {article}

}

@article{,

title = {Temperature effects on wire drawing process : experimental investigation},

author = {Vega Guillaume and Abdelkader Haddi and Imad Abdellatif},

url = {https://link.springer.com/article/10.1007/s12289-009-0468-y#citeas},

doi = {https://doi.org/10.1007/s12289-009-0468-y},

issn = {1960-6214},

year  = {2009},

date = {2009-01-01},

journal = {International journal of material forming},

volume = {2},

number = {1},

pages = {229-232},

note = {ACL},

keywords = {ER3},

pubstate = {published},

tppubtype = {article}

}