Theoretical solution for bond-slip behavior of composite structures consisting of H-shape beam and concrete based on experiment, numerical simulation, and theoretical derivation

首页 > 成果 > 详情

认领

导出

Link by DOI

反馈

作者信息关键词期刊信息基础信息归属信息摘要

成果类型：

期刊论文

作者：

Ge, Hao;Dai, Gonglian;Wang, Fen;Yu, Yang;Liu, Wenshuo

通讯作者：

Ge, H;Wang, F

作者机构：

[Ge, Hao] Guangxi Univ, Sch Civil Engn & Architecture, Nanning, Guangxi, Peoples R China.

[Dai, Gonglian; Liu, Wenshuo] Cent South Univ, Sch Civil Engn, Changsha, Hunan, Peoples R China.

[Wang, F; Wang, Fen] Univ South China, Sch Civil Engn, Hengyang, Hunan, Peoples R China.

[Yu, Yang] Univ New South Wales, Sch Civil & Environm Engn, Sydney, NSW 2052, Australia.

通讯机构：

[Ge, H ] G

[Wang, F ] U

Guangxi Univ, Sch Civil Engn & Architecture, Nanning, Guangxi, Peoples R China.

Univ South China, Sch Civil Engn, Hengyang, Hunan, Peoples R China.

语种：

英文

关键词：

Steel reinforced concrete (SRC);Bond-slip behavior;FE analysis;Push-out test;Interfacial stress;Analytical solutions

期刊：

Engineering Structures

ISSN：

0141-0296

年：

2024

卷：

302

页码：

117456

DOI：

10.1016/j.engstruct.2024.117456

基金类别：

CRediT authorship contribution statement Dai Gonglian: Supervision, acquisition, Writing – review & editing. Ge Hao: Conceptualization, Methodology, Writing – original draft. Liu Wenshuo: Writing – review & editing. Yu Yang: Writing – review & editing. Wang Fen: Conceptualization, Data curation, Software, Writing – review & editing.

机构署名：

本校为通讯机构

院系归属：

土木工程学院

摘要：

This paper presents a theoretical solution for bond-slip behavior of SRC interface based on experiment, numerical simulation, and theoretical derivation. Push-out tests of five specimens were firstly carried out, based on which, the simplified bond-slip model was proposed. The specimen was fabricated using the Q345H-shape steel (400 mm × 200 mm×13 mm × 8 mm) and C50 concrete (350 mm × 600 mm) with a bonding length of 500 mm. A FE model was established based on the bond-slip model to analyze the nonlinear bonding stress that are difficult to...

反馈

产权有误：本人成果被他人认领

数据有误：数据基本信息有误

归属有误：成果的院系归属、机构署名归属有误

其他原因：

验证码：

看不清楚，换一个

确定

取消

成果认领

标题：

用户	作者	通讯作者	--
	请选择	请选择	--

确定

取消

Theoretical solution for bond-slip behavior of composite structures consisting of H-shape beam and concrete based on experiment, numerical simulation, and theoretical derivation

反馈

成果认领

提示

该栏目需要登录且有访问权限才可以访问