Experimental Research on the Composite Steel-Concrete Beams with Partial Shear Connection-Reference-Cited by-同舟云学术

Experimental Research on the Composite Steel-Concrete Beams with Partial Shear Connection

Published:2011-07 Issue: Volume:71-78 Page:954-958
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Fu Guo¹,Cui Wei²

Affiliation:

1. Changsha University of Science and Technology

2. China Petroleum Pipeline Engineering Corporation, Langfang, Hebei, 065000, China

Abstract

Experiments were conducted on 5 simply-supported composite steel-concrete beams (SCB) with compact steel sections to investigate their deflection behaviors. The influences of degree of shear connection and stud arrangement are discussed. The load-deflection relationships and the interface slip distribution along the span of the beam are analyzed. Based on the experimental research and theoretical analyses, the formulae are derived for the rigidity of the composite steel-concrete beams with partial shear connection. The predicted of deflection values are in good agreement with the experimental results.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.71-78.954.pdf

Reference5 articles.

1. Jianguo Nie: Steel-concrete composite beam structures(China Science Press, Beijing 2005), in Chinese.

2. Lianguan Wang: Theory and calculation of steel-concrete composite structure(China Science Press, Beijing 2005), in Chinese.

3. Hong-tie Zhao, Jian-yang Xue, Yan-hong Wang, China Patent ZL02261881. 3, 2003. 5. 21.

4. Guo Fu, Jianyang Xue, Hongpeng Ge: Chinese Journal of Building Structures Vol. 10(2007), pp.69-71, in Chinese.

5. GB50017-2003 Code for design of steel structures (China Planning Press, Beijing 2003), in Chinese.

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Time-Dependent Behavior of Composite Steel–Recycled Aggregate Concrete Beams via Thermomechanical Finite Element Modeling;Buildings;2022-06-01

2. Experimental investigation on fatigue behavior of composite beams with different studs arrangements;Structures;2022-01

3. Fatigued Composite Beam with Different Shear Connection Arrangement;Structures Congress 2020;2020-04-02