Interface Behavior between Steel and Concrete Connected by Bonding

被引：17

作者：

Zhan, Yulin ^{[1
,2
]}

Ma, Zhongguo John ^{[3
,4
]}

Zhao, Renda ^{[1
]}

Li, Guifeng ^{[5
]}

Xiang, Tianyu ^{[6
]}

机构：

[1] Southwest Jiaotong Univ, Sch Civil Engn, Dept Bridge Engn, Chengdu 610031, Sichuan, Peoples R China

[2] Minist Educ, Key Lab High Speed Railway Engn, Chengdu 610031, Sichuan, Peoples R China

[3] Univ Tennessee, Dept Civil & Environm Engn, John D Tickle Engn, Knoxville, TN 37996 USA

[4] Southwest Jiaotong Univ, Sch Civil Engn, Chengdu 610031, Sichuan, Peoples R China

[5] Tianjin Municipal Engn Design & Res Inst, Tianjin 300000, Peoples R China

[6] Xihua Univ, Sch Architecture & Civil Engn, Chengdu 610000, Sichuan, Peoples R China

来源：

JOURNAL OF BRIDGE ENGINEERING | 2016年 / 21卷 / 06期

基金：

中国国家自然科学基金;

关键词：

Adhesive connection; Push-out test; Interface; Slip; Analytical model; COMPOSITE STRUCTURES; SHEAR CONNECTION; STATIC BEHAVIOR; BEAMS; FORCE;

D O I：

10.1061/(ASCE)BE.1943-5592.0000813

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this study, push-out tests were conducted to evaluate the interface behavior between steel and concrete connected by bonding. Twelve sets of specimens with different adhesive thicknesses, modulus of elasticity, and interface roughness were investigated. Failuremodes, ultimate loads, and load-slip relationships are reported and analyzed in the paper. The experimental results show that factors such as modulus of elasticity of adhesive materials, adhesive thickness, and interface roughness affect the interface behavior. An analytical model is proposed to predict the ultimate load value and the load-slip relationship. The comparison between test results and analytical predictions shows good agreement. (C) 2016 American Society of Civil Engineers.

引用

页数：10

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