Interfacial bond-slip relationship between Carbon Fiber Reinforced Polymer Plate and Concrete after High Temperature of Asphalt Paving Construction

被引：2

作者：

Yuan, Xin ^{[1
]}

Zhang, Yuye ^{[2
]}

Zhu, Chaoyu ^{[1
]}

Zheng, Wei ^{[3
]}

Tang, Baijian ^{[1
]}

机构：

[1] Suzhou Univ Sci & Technol, Sch Civil Engn, Suzhou 215011, Peoples R China

[2] Nanjing Univ Sci & Technol, Dept Civil Engn, Nanjing 210094, Jiangsu, Peoples R China

[3] Suzhou Zhongcheng Access Bridge Co Ltd, Suzhou 215000, Peoples R China

来源：

LATIN AMERICAN JOURNAL OF SOLIDS AND STRUCTURES | 2019年 / 16卷 / 09期

基金：

中国国家自然科学基金;

关键词：

Bond-slip constitutive model; Carbon Fiber Reinforced Polymer (CFRP)-concrete interface; double shear test; high temperature; aspahlat paving; debonding failure; STEEL PLATES; CFRP STRIPS; BEHAVIOR; STRENGTH; MODELS; FRP;

D O I：

10.1590/1679-78255782

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The bond-slip relationship of Carbon Fiber Reinforced Polymer (CFRP) plate-concrete after the influence of high temperature action of Stone Mastic Asphalt (SMA) paving was investigated in this article. Two groups of double shear specimens with different bonding length were designed and tested. Based on the test results, the failure modes of specimens, the strain distribution and the shear stress of CFRP-concrete interface were analyzed. Considering the influence of high temperature, the interfacial bond-slip constitutive model of CFRP plate and concrete after high temperature action of SMA paving construction was proposed. The proposed model can reflect the nonlinearity and interface softening behaviour of the CFRP plate-concrete interface constitutive relationship under special environment. Through the comparative study of exixting constitutive models, the interface bond-slip constitutive model proposed in this paper considers the effect of high temperature and has good agreement with the test results.

引用

页数：18

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