Shear strengthening of reinforced concrete beams with Hybrid Composite Plates (HCP) technique: experimental research and analytical model
Autor(a) principal: | |
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Data de Publicação: | 2016 |
Outros Autores: | , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
Texto Completo: | http://hdl.handle.net/1822/43693 |
Resumo: | This paper presents a study on the efficiency of Hybrid Composite Plates (HCPs) in enhancing the shear strength and stiffness of reinforced concrete (RC) beams. HCP is a thin plate of Strain Hardening Cementitious Composite (SHCC) reinforced with Carbon Fiber Reinforced Polymer (CFRP) laminates applied to the sides of reinforced concrete beams according to the Near Surface Mounted technique (NSM). Due to the excellent bond conditions between SHCC and CFRP laminates, these reinforcements provide the necessary tensile strength capacity to the HCP. To examine the efficiency of HCPs as a shear strengthening technique, a total of 17 RC beams are tested. Seven of these beams have a rectangular cross-section and ten have a T cross-section. The influence of the percentage and inclination of the CFRP laminates on the shear strengthening effectiveness of HCPs is investigated. Two different processes for applying the HCPs to the beams’ concrete substrate are examined: 1) using epoxy adhesive; and 2) using mechanical anchors in addition to the epoxy adhesive. It is demonstrated that when only epoxy adhesive is used, the shear strengthening contribution of the HCPs is limited by the tensile strength of the concrete substrate of the strengthened beams. When mechanical anchors are applied in addition to the epoxy adhesive, the shear strengthening potential of HCPs is fully mobilized. An analytical model is proposed to predict the shear strength of RC beams strengthened with HCPs. It is demonstrated that the analytical model predicts with good accuracy the shear strength of RC beams strengthened with HCPs. |
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Shear strengthening of reinforced concrete beams with Hybrid Composite Plates (HCP) technique: experimental research and analytical modelHybrid Composite PlateCFRP laminatesShear strengtheningSimplified Modified Compression Field TheorySimplified Modified Compression FieldTheoryScience & TechnologyThis paper presents a study on the efficiency of Hybrid Composite Plates (HCPs) in enhancing the shear strength and stiffness of reinforced concrete (RC) beams. HCP is a thin plate of Strain Hardening Cementitious Composite (SHCC) reinforced with Carbon Fiber Reinforced Polymer (CFRP) laminates applied to the sides of reinforced concrete beams according to the Near Surface Mounted technique (NSM). Due to the excellent bond conditions between SHCC and CFRP laminates, these reinforcements provide the necessary tensile strength capacity to the HCP. To examine the efficiency of HCPs as a shear strengthening technique, a total of 17 RC beams are tested. Seven of these beams have a rectangular cross-section and ten have a T cross-section. The influence of the percentage and inclination of the CFRP laminates on the shear strengthening effectiveness of HCPs is investigated. Two different processes for applying the HCPs to the beams’ concrete substrate are examined: 1) using epoxy adhesive; and 2) using mechanical anchors in addition to the epoxy adhesive. It is demonstrated that when only epoxy adhesive is used, the shear strengthening contribution of the HCPs is limited by the tensile strength of the concrete substrate of the strengthened beams. When mechanical anchors are applied in addition to the epoxy adhesive, the shear strengthening potential of HCPs is fully mobilized. An analytical model is proposed to predict the shear strength of RC beams strengthened with HCPs. It is demonstrated that the analytical model predicts with good accuracy the shear strength of RC beams strengthened with HCPs.The study reported in this paper is part of the project “PrePam –Pre-fabricated thin panels using advanced materials for structural rehabilitation”, with the reference PTDC/ECM/114511/2009. The first author acknowledges the grant provided by this project.Elsevier Sci LtdUniversidade do MinhoBaghi, HadiBarros, Joaquim A. O.Menkulasi, Fatmir2016-102016-10-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/1822/43693eng0141-029610.1016/j.engstruct.2016.07.023info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-07-21T12:42:49Zoai:repositorium.sdum.uminho.pt:1822/43693Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T19:40:09.128642Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse |
dc.title.none.fl_str_mv |
Shear strengthening of reinforced concrete beams with Hybrid Composite Plates (HCP) technique: experimental research and analytical model |
title |
Shear strengthening of reinforced concrete beams with Hybrid Composite Plates (HCP) technique: experimental research and analytical model |
spellingShingle |
Shear strengthening of reinforced concrete beams with Hybrid Composite Plates (HCP) technique: experimental research and analytical model Baghi, Hadi Hybrid Composite Plate CFRP laminates Shear strengthening Simplified Modified Compression Field Theory Simplified Modified Compression Field Theory Science & Technology |
title_short |
Shear strengthening of reinforced concrete beams with Hybrid Composite Plates (HCP) technique: experimental research and analytical model |
title_full |
Shear strengthening of reinforced concrete beams with Hybrid Composite Plates (HCP) technique: experimental research and analytical model |
title_fullStr |
Shear strengthening of reinforced concrete beams with Hybrid Composite Plates (HCP) technique: experimental research and analytical model |
title_full_unstemmed |
Shear strengthening of reinforced concrete beams with Hybrid Composite Plates (HCP) technique: experimental research and analytical model |
title_sort |
Shear strengthening of reinforced concrete beams with Hybrid Composite Plates (HCP) technique: experimental research and analytical model |
author |
Baghi, Hadi |
author_facet |
Baghi, Hadi Barros, Joaquim A. O. Menkulasi, Fatmir |
author_role |
author |
author2 |
Barros, Joaquim A. O. Menkulasi, Fatmir |
author2_role |
author author |
dc.contributor.none.fl_str_mv |
Universidade do Minho |
dc.contributor.author.fl_str_mv |
Baghi, Hadi Barros, Joaquim A. O. Menkulasi, Fatmir |
dc.subject.por.fl_str_mv |
Hybrid Composite Plate CFRP laminates Shear strengthening Simplified Modified Compression Field Theory Simplified Modified Compression Field Theory Science & Technology |
topic |
Hybrid Composite Plate CFRP laminates Shear strengthening Simplified Modified Compression Field Theory Simplified Modified Compression Field Theory Science & Technology |
description |
This paper presents a study on the efficiency of Hybrid Composite Plates (HCPs) in enhancing the shear strength and stiffness of reinforced concrete (RC) beams. HCP is a thin plate of Strain Hardening Cementitious Composite (SHCC) reinforced with Carbon Fiber Reinforced Polymer (CFRP) laminates applied to the sides of reinforced concrete beams according to the Near Surface Mounted technique (NSM). Due to the excellent bond conditions between SHCC and CFRP laminates, these reinforcements provide the necessary tensile strength capacity to the HCP. To examine the efficiency of HCPs as a shear strengthening technique, a total of 17 RC beams are tested. Seven of these beams have a rectangular cross-section and ten have a T cross-section. The influence of the percentage and inclination of the CFRP laminates on the shear strengthening effectiveness of HCPs is investigated. Two different processes for applying the HCPs to the beams’ concrete substrate are examined: 1) using epoxy adhesive; and 2) using mechanical anchors in addition to the epoxy adhesive. It is demonstrated that when only epoxy adhesive is used, the shear strengthening contribution of the HCPs is limited by the tensile strength of the concrete substrate of the strengthened beams. When mechanical anchors are applied in addition to the epoxy adhesive, the shear strengthening potential of HCPs is fully mobilized. An analytical model is proposed to predict the shear strength of RC beams strengthened with HCPs. It is demonstrated that the analytical model predicts with good accuracy the shear strength of RC beams strengthened with HCPs. |
publishDate |
2016 |
dc.date.none.fl_str_mv |
2016-10 2016-10-01T00:00:00Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://hdl.handle.net/1822/43693 |
url |
http://hdl.handle.net/1822/43693 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
0141-0296 10.1016/j.engstruct.2016.07.023 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Elsevier Sci Ltd |
publisher.none.fl_str_mv |
Elsevier Sci Ltd |
dc.source.none.fl_str_mv |
reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação instacron:RCAAP |
instname_str |
Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
instacron_str |
RCAAP |
institution |
RCAAP |
reponame_str |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
collection |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
repository.name.fl_str_mv |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
repository.mail.fl_str_mv |
|
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1799132945171087360 |