Nonlinear experimental response of non-conventional composite steel and concrete connection

doi:10.1007/s11709-008-0058-y

Frontiers of Architecture and Civil Engineering in China

2009, Vol. 3

Issue (1): 42-49 https://doi.org/10.1007/s11709-008-0058-y

RESEARCH ARTICLE

本期目录

Nonlinear experimental response of non-conventional composite steel and concrete connection

Tobia ZORDAN¹(

), Bruno BRISEGHELLA²

1. College of Civil Engineering, Tongji University, Shanghai 200092, China; 2. IUAV University of Venice, DCA Department of Construction of Architecture, Venice, Italy

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Abstract：

An experiment was carried out on a set of full-scale specimens of a non-conventional connection between a concrete column and a composite steel and concrete beam defined on the basis of a number of requirements. The proposed connection, conceived in the ambit of semi-rigid joints, is aimed at combining general ease of construction with a highly simplified assembly procedure with a satisfying transmission of hogging moment at supports in continuous beams. For this purpose, the traditional shear studs used at the interface between the steel beam and the upper concrete slab, are also employed at the ends of the steel profiles welded horizontally to the end plates. The test is aimed at investigating the hogging moment response of the connection under incremental loads until failure.

Key words： composite connections nonlinear behaviour hogging moment monotonic tests

收稿日期: 2007-12-11 出版日期: 2009-03-05

Corresponding Author(s): ZORDAN Tobia,Email:tobia.zordan@mail.tongji.edu.cn

引用本文:

. Nonlinear experimental response of non-conventional composite steel and concrete connection[J]. Frontiers of Architecture and Civil Engineering in China, 2009, 3(1): 42-49.
Tobia ZORDAN, Bruno BRISEGHELLA. Nonlinear experimental response of non-conventional composite steel and concrete connection. Front Arch Civil Eng Chin, 2009, 3(1): 42-49.

链接本文:

https://academic.hep.com.cn/fsce/CN/10.1007/s11709-008-0058-y
https://academic.hep.com.cn/fsce/CN/Y2009/V3/I1/42

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