STRENGTH OF BOLTED STEEL STRUCTURAL MEMBERS UNDER ECCENTRIC TENSION

被引：0

作者：

Haikata H. ^{[1
]}

Ikarashi K. ^{[1
]}

Mitsui K. ^{[1
]}

机构：

[1] Dept. of Arch. and Build. Eng., Tokyo Institute of Technology

来源：

Journal of Structural and Construction Engineering | 2024年 / 89卷 / 820期

关键词：

Angle member; Bolt joint; Channel member; Eccentric joint; Joint efficiency; Tee member;

D O I：

10.3130/aijs.89.639

中图分类号：

学科分类号：

摘要：

It is well known that the bearing capacity of bolted connections subjected to tensile forces is affected by eccentricity. However, the effect of the bending moment caused by the eccentricity on the bearing capacity has not been fully investigated. This study conducted a series of tensile tests and finite element analyses of brace members and examined the stress distribution in the cross-section. Then, a novel method of estimating the bearing capacity determined by the net section fracture in FEA was proposed. Furthermore, design equations for bolted connections that consider the effect of eccentricity in each cross-section were developed. © 2024 Architectural Institute of Japan. All rights reserved.

引用

页码：639 / 650

页数：11

共 18 条

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