Comparative analysis of shear behavior and mechanism of concrete beams with strip-shaped CFRP or conventional steel stirrups
Carbon fiber-reinforced polymer (CFRP) is attractive to serve as reinforcements for concrete structures under harsh environmental conditions. Previous studies show that strip-shaped CFRP stirrups are satisfactory to replace conventional steel stirrups for concrete beams under shear, but the shear re...
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| Published in | Case Studies in Construction Materials Vol. 20; p. e03140 |
|---|---|
| Main Authors | , , , , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
01.07.2024
Elsevier |
| Subjects | |
| Online Access | Get full text |
| ISSN | 2214-5095 2214-5095 |
| DOI | 10.1016/j.cscm.2024.e03140 |
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| Abstract | Carbon fiber-reinforced polymer (CFRP) is attractive to serve as reinforcements for concrete structures under harsh environmental conditions. Previous studies show that strip-shaped CFRP stirrups are satisfactory to replace conventional steel stirrups for concrete beams under shear, but the shear resistance mechanism of the strip-shape CFRP stirrups is not well understood. To fill this research gap, this study conducts a comparative analysis to examine the effects of different types of stirrups (CFRP or steel) on the distribution of shear cracks and the variation in shear resistance components of concrete beams with varying shear span-depth (a/d) ratios. A digital image correlation (DIC) technique is employed to capture the shear crack development of the beams. The results demonstrate that the strip-shaped CFRP stirrups (designed based on the principle of equal stiffness with steel stirrups) effectively restrain the propagation of individual shear crack, particularly at a large shear span (a/d=3.5). This enhanced crack restraint leads to a notable reduction in crack width and a significant increase in shear resistance component by 37.5% in the ultimate state when the strip-shaped CFRP stirrups are employed, compared to their steel stirrup counterparts at the same a/d ratio. These findings can facilitate the design and applications of concrete beams with CFRP stirrups. |
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| AbstractList | Carbon fiber-reinforced polymer (CFRP) is attractive to serve as reinforcements for concrete structures under harsh environmental conditions. Previous studies show that strip-shaped CFRP stirrups are satisfactory to replace conventional steel stirrups for concrete beams under shear, but the shear resistance mechanism of the strip-shape CFRP stirrups is not well understood. To fill this research gap, this study conducts a comparative analysis to examine the effects of different types of stirrups (CFRP or steel) on the distribution of shear cracks and the variation in shear resistance components of concrete beams with varying shear span-depth (a/d) ratios. A digital image correlation (DIC) technique is employed to capture the shear crack development of the beams. The results demonstrate that the strip-shaped CFRP stirrups (designed based on the principle of equal stiffness with steel stirrups) effectively restrain the propagation of individual shear crack, particularly at a large shear span (a/d=3.5). This enhanced crack restraint leads to a notable reduction in crack width and a significant increase in shear resistance component by 37.5% in the ultimate state when the strip-shaped CFRP stirrups are employed, compared to their steel stirrup counterparts at the same a/d ratio. These findings can facilitate the design and applications of concrete beams with CFRP stirrups. |
| ArticleNumber | e03140 |
| Author | Mansour, Walid Wang, Peng Ke, Linyuwen Yu, Jing Lu, Yao Li, Weiwen Zheng, Kailun Zhou, Yingwu |
| Author_xml | – sequence: 1 givenname: Yao surname: Lu fullname: Lu, Yao organization: Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, College of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China – sequence: 2 givenname: Weiwen surname: Li fullname: Li, Weiwen email: liweiwen@szu.edu.cn organization: Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, College of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China – sequence: 3 givenname: Yingwu surname: Zhou fullname: Zhou, Yingwu organization: Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, College of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China – sequence: 4 givenname: Walid surname: Mansour fullname: Mansour, Walid organization: Department of Civil Engineering, Faculty of Engineering, Kafrelshiekh University, Egypt – sequence: 5 givenname: Kailun surname: Zheng fullname: Zheng, Kailun organization: Shenzhen Technology Institute of Urban Public Safety, Shenzhen 518060, China – sequence: 6 givenname: Peng surname: Wang fullname: Wang, Peng email: wangpeng@ust.hk organization: Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, College of Civil and Transportation Engineering, Shenzhen University, Shenzhen 518060, China – sequence: 7 givenname: Linyuwen surname: Ke fullname: Ke, Linyuwen organization: Department of Civil and Environmental Engineering, The Hong Kong University of Science and Technology, Hong Kong, China – sequence: 8 givenname: Jing surname: Yu fullname: Yu, Jing organization: Department of Civil Engineering, The University of Hong Kong, Hong Kong, China |
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| Cites_doi | 10.1016/j.compositesb.2018.12.074 10.1061/(ASCE)BE.1943-5592.0000035 10.1016/j.compstruct.2017.12.080 10.1016/j.engstruct.2013.10.023 10.1016/j.conbuildmat.2015.10.185 10.1016/j.engstruct.2019.01.074 10.1016/j.conbuildmat.2023.130789 10.1016/j.engstruct.2023.116513 10.1016/j.compstruct.2019.111253 10.1061/(ASCE)ST.1943-541X.0001832 10.1016/j.conbuildmat.2022.129996 10.1016/j.engstruct.2020.110828 10.1016/j.engstruct.2018.05.017 10.1016/j.cemconcomp.2016.07.018 10.1016/j.istruc.2021.06.023 10.1016/S1644-9665(12)60168-X 10.1016/j.ymssp.2019.05.031 10.1016/j.istruc.2022.05.081 10.1016/j.engstruct.2016.01.025 10.1016/j.cemconcomp.2023.105207 10.1016/j.engstruct.2006.10.001 10.1061/(ASCE)1090-0268(2007)11:4(352) 10.1260/1369-4332.15.4.625 10.1061/(ASCE)CC.1943-5614.0000108 10.1016/j.compstruct.2017.05.032 10.1016/j.engstruct.2009.07.016 10.1016/j.engstruct.2024.117537 10.1016/j.compscitech.2022.109762 10.1016/j.ijsolstr.2023.112165 10.1016/j.engstruct.2023.116332 10.1016/j.istruc.2019.08.001 10.1016/j.compstruct.2022.116636 10.1016/j.measurement.2018.06.022 |
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| Keywords | Shear behavior Shear crack Shear span-depth ratio Shear resistance component Strip-shaped CFRP stirrups |
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| Snippet | Carbon fiber-reinforced polymer (CFRP) is attractive to serve as reinforcements for concrete structures under harsh environmental conditions. Previous studies... |
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| SubjectTerms | Shear behavior Shear crack Shear resistance component Shear span-depth ratio Strip-shaped CFRP stirrups |
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| Title | Comparative analysis of shear behavior and mechanism of concrete beams with strip-shaped CFRP or conventional steel stirrups |
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