Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Farid Bouziadi"'
Publikováno v:
Advances in Civil Engineering, Vol 2022 (2022)
This study investigates numerically utilizing nonlinear finite element (ANSYS software) and analytically the shear response of the Reinforced Concrete (RC) beams. Different beams are considered in the current study, such as RC, steel fibre reinforced
Externí odkaz:
https://doaj.org/article/d9763d04caeb4862bf461bcec8ca9939
Autor:
Farid Bouziadi, Abdelkader Haddi, Touhami Tahenni, Bensaid Boulekbache, Mostefa Hamrat, MZ Naser, Sofiane Amziane
Publikováno v:
Journal of Composite Materials
Journal of Composite Materials, 2023, 57 (14), pp.2261-2285. ⟨10.1177/00219983231170047⟩
Journal of Composite Materials, 2023, 57 (14), pp.2261-2285. ⟨10.1177/00219983231170047⟩
This paper presents an analysis of the numerical investigation of RC beams, strengthened with CFRP and tested in flexure, using the ANSYS© numerical analysis code. In the first part of this paper, finite-element models of RC beams (control and CFRP-
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::e5c8a58e39668c0e6f558f53afb4dd73
https://hal.science/hal-04136740
https://hal.science/hal-04136740
Publikováno v:
Materials and Structures. 55
Autor:
Farid Bouziadi, Bensaid Boulekbache, Touhami Tahenni, Abdelkader Haddi, Mostefa Hamrat, Sofiane Amziane
Publikováno v:
Journal of Building Engineering
Journal of Building Engineering, 2022, 52, pp.104500. ⟨10.1016/j.jobe.2022.104500⟩
Journal of Building Engineering, 2022, 52, pp.104500. ⟨10.1016/j.jobe.2022.104500⟩
International audience
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fd97b06a87f7f3a8ebb9de46ab306082
https://hal.science/hal-03650031
https://hal.science/hal-03650031
Publikováno v:
World Journal of Engineering. 17:183-202
PurposeThis paper aims to develop a non-linear finite element model predicting the response of externally strengthened beams under a three-point flexure test.Design/methodology/approachThe ANSYS software is used for modeling. SOILD65, LINK180, SHELL1
Publikováno v:
Structures
Structures, 2021, 29 (1), pp.1582--1596. ⟨10.1016/j.istruc.2020.12.043⟩
Structures, Institution of Structural Engineers-Elsevier, 2021, 29 (1), pp.1582--1596. ⟨10.1016/j.istruc.2020.12.043⟩
Structures, 2021, 29 (1), pp.1582--1596. ⟨10.1016/j.istruc.2020.12.043⟩
Structures, Institution of Structural Engineers-Elsevier, 2021, 29 (1), pp.1582--1596. ⟨10.1016/j.istruc.2020.12.043⟩
International audience; This paper presents an experimental investigation and nonlinear finite element analysis (NLFEA), using the numerical analysis tool ANSYS © , carried out on the shear and diagonal cracking effect on the behaviour of reinforced
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d2834bb1fe2e02c257bb17998b322c42
https://hal.science/hal-03430063/document
https://hal.science/hal-03430063/document
Publikováno v:
Engineering Structures
Engineering Structures, Elsevier, 2020, 204, pp.109908. ⟨10.1016/j.engstruct.2019.109908⟩
Engineering Structures, 2020, 204, pp.109908. ⟨10.1016/j.engstruct.2019.109908⟩
Engineering Structures, Elsevier, 2020, 204, pp.109908. ⟨10.1016/j.engstruct.2019.109908⟩
Engineering Structures, 2020, 204, pp.109908. ⟨10.1016/j.engstruct.2019.109908⟩
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
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d8209700dff6b0f11b9c6a1cccf5a0a7
https://hal.archives-ouvertes.fr/hal-03242759
https://hal.archives-ouvertes.fr/hal-03242759
Autor:
Farid Bouziadi, Bensaid Boulekbache, Mostefa Hamrat, Tahar Hassaine Daouadji, Selma Chergui, Sofiane Amziane, Abderahim Labed
Publikováno v:
Construction and Building Materials
Construction and Building Materials, Elsevier, 2020, 249, pp.1--13. ⟨10.1016/j.conbuildmat.2020.118745⟩
Construction and Building Materials, 2020, 249, pp.1--13. ⟨10.1016/j.conbuildmat.2020.118745⟩
Construction and Building Materials, Elsevier, 2020, 249, pp.1--13. ⟨10.1016/j.conbuildmat.2020.118745⟩
Construction and Building Materials, 2020, 249, pp.1--13. ⟨10.1016/j.conbuildmat.2020.118745⟩
This paper presents an experimental and numerical study on the effect of fiber-reinforced polymer (FRP) sheets/laminates on the flexural deflection of pre-cracked and repaired reinforced concrete (RC) beams. The experimental program was aimed at stud
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9f8c60ab8d8156a248cc86d3bc2f6d77
https://hal.uca.fr/hal-03086169
https://hal.uca.fr/hal-03086169
Autor:
Nassira Lahmar, El-Hadj Meziane, Abdelkader Haddi, Mostefa Hamrat, Farid Bouziadi, Bensaid Boulekbache, Chafika Djelal
Publikováno v:
Construction and Building Materials
Construction and Building Materials, Elsevier, 2020, 247, pp.118564. ⟨10.1016/j.conbuildmat.2020.118564⟩
Construction and Building Materials, 2020, 247, pp.118564. ⟨10.1016/j.conbuildmat.2020.118564⟩
Construction and Building Materials, Elsevier, 2020, 247, pp.118564. ⟨10.1016/j.conbuildmat.2020.118564⟩
Construction and Building Materials, 2020, 247, pp.118564. ⟨10.1016/j.conbuildmat.2020.118564⟩
This study deals with an experimental and numerical investigation focused on the total shrinkage of concrete made with recycled coarse aggregates (RCA) and subjected to various isothermal temperatures. The objective of the experimental work is to ass
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::98bf2f6752e22f13921f27ab65594604
https://hal.archives-ouvertes.fr/hal-03242723
https://hal.archives-ouvertes.fr/hal-03242723
Autor:
Assia Nouri, Mostefa Hamrat, Said Nouri, Farid Bouziadi, Bensaid Boulekbache, Abderrahim Labed, Abdelkader Haddi, Chafika Djelal
Publikováno v:
Advances in Structural Engineering
Advances in Structural Engineering, 2020, 24 (1), pp.147--164. ⟨10.1177/1369433220944510⟩
Advances in Structural Engineering, 2020, 24 (1), pp.147--164. ⟨10.1177/1369433220944510⟩
This article presents an experimental study aiming to provide reliable experimental data for the prediction of the shear strength of reinforced concrete beams without stirrups. The shear strength results obtained from the proposed model as well as th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bfac6947b01cc90ced5441e93fd187d2
https://hal.science/hal-03242726
https://hal.science/hal-03242726