Experimental study on the bonding performance of GFRP ribbed bars and simplified constitutive model
Civil Engineering|更新时间:2025-12-24
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Experimental study on the bonding performance of GFRP ribbed bars and simplified constitutive model
“In the field of building structures, researchers have explored the influencing factors of the bond performance between GFRP ribbed bars and concrete through beam end tests, and proposed a simplified bond slip constitutive model method.”
Journal of Civil and Environmental EngineeringVol. 47, Issue 6, Pages: 123-132(2025)
作者机构:
1.湖南大学,工程结构损伤诊断湖南省重点实验室,长沙 410082
2.湖南大学,土木工程学院,长沙 410082
作者简介:
ZHANG Wangxi (1971- ), PhD, professor, main research interests: basic theory of structure, seismic analysis of reinforced concrete structures and anti progressive collapse performance research, E-mail: wxizhang2000@hnu.edu.cn.
基金信息:
National Natural Science Foundation of China(52078201)
ZHANG Wangxi,LIU Xin,HU Binbin,et al.Experimental study on the bonding performance of GFRP ribbed bars and simplified constitutive model[J].Journal of Civil and Environmental Engineering,2025,47(06):123-132.
ZHANG Wangxi,LIU Xin,HU Binbin,et al.Experimental study on the bonding performance of GFRP ribbed bars and simplified constitutive model[J].Journal of Civil and Environmental Engineering,2025,47(06):123-132. DOI: 10.11835/j.issn.2096-6717.2023.113.
Experimental study on the bonding performance of GFRP ribbed bars and simplified constitutive model