The Study on Mechanical Properties of Single-bolted Steel-glulam-steel Joints

被引：1

作者：

Xu, Deliang ^{[1
]}

Liu, Weiqing ^{[1
]}

Zhou, Ding ^{[1
]}

Ding, Jiandong ^{[2
]}

Lei, Ying ^{[3
]}

Lu, Weidong ^{[1
]}

机构：

[1] Nanjing Univ Technol, Dept Civil Engn, Coll Civil Engn, 200 N Zhongshan Rd, Nanjing 210009, Jiangsu, Peoples R China

[2] Nanjing Univ Technol, Coll Sci, Dept Math Sci, Nanjing 210009, Jiangsu, Peoples R China

[3] Nanjing Univ Technol, Coll Architecture, Dept Bldg Technol, Nanjing 210009, Jiangsu, Peoples R China

来源：

ADVANCES IN CIVIL ENGINEERING, PTS 1-6 | 2011年 / 255-260卷

关键词：

Single-bolt; SGS joint; Failure Mode; Bearing Capacity; Stiffness; Ductility;

D O I：

10.4028/www.scientific.net/AMR.255-260.204

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Seven groups, total of 31 single-bolted steel-glulam-steel joints, were tested for their mechanical performance. The mechanical properties of single-bolted steel-glulam-steel connection subjected to a load parallel to the grain have been studied. The failure mode and failure mechanism of bolted connections were discussed in detail. It is shown that the failure mode, bearing capacity, stiffness and ductility of the joint are mainly relative to the thickness of the glulam and the diameter of the bolt. Due to the wide application of bolted steel-glulam-steel connections in engineering, the present work can be taken as a reference in manufacture, and design of modern timber structures.

引用

页码：204 / +

页数：2

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