BEHAVIOUR OF DEMOUNTABLE STEEL AND COMPOSITE BEAM-TO-COLUMN CONNECTIONS

被引：0

作者：

Wang, J. ^{[1
]}

Zhu, H. ^{[1
]}

Uy, B. ^{[1
]}

Aslani, F. ^{[1
,2
]}

机构：

[1] Univ New South Wales, Sch Civil & Environm Engn, Ctr Infrastruct Engn & Safety, Sydney, NSW 2052, Australia

[2] Univ Western Australia, Sch Civil Environm & Min Engn, Crawley, WA 6009, Australia

来源：

STEEL AND ALUMINIUM STRUCTURES | 2016年

基金：

澳大利亚研究理事会;

关键词：

Beam-to-column connections; Composite structures; Demountability; Steel structures; END-PLATE JOINTS; PARTIAL SHEAR CONNECTION; PART I;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Beam-to-column connections with flush end plates have been increasingly used in steel and composite structures. Demountable connections are generally assembled from prefabricated structural members, which can be dismantled and reused after their useful service life. This paper presents an innovative form of beam-to-column flush end plate connection for steel and composite frames, and demountability of this type of connection can be achieved by utilizing blind bolts. Finite element models were developed to investigate the behaviour of beam-to-column connections. The finite element models have been verified against experimental data. It was found that the finite element models were capable of predicting the behaviour of the beam-to-column connections accurately. The behaviour and performance of steel beams and blind bolts were discussed based on the finite element analysis results. Blind bolts and end plate play an important role in the design of beam-to-column connections.

引用

页数：8

共 13 条

[1] Development of moment-rotation model equations for flush end-plate connections [J].