高强度螺栓受剪连接性能分析

饶晓峰; 吴惠弼

doi:10.11835/j.issn.1674-4764.1992.02.005

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高强度螺栓受剪连接性能分析

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- 高强度螺栓受剪连接性能分析
- ANALYSIS OF THE BEHAVIOUR OF HIGH STRENGTH BOLTED SHEAR CONNECTIONS
- 土木与环境工程学报（中英文） 1992年14卷第2期
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- DOI：10.11835/j.issn.1674-4764.1992.02.005
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- 纸质出版：1992
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饶晓峰, 吴惠弼. 高强度螺栓受剪连接性能分析[J]. 土木与环境工程学报（中英文）, 1992,14(2).

Rao Xiaofeng, Wu Huibi Dept.of Civil Engineering. ANALYSIS OF THE BEHAVIOUR OF HIGH STRENGTH BOLTED SHEAR CONNECTIONS[J]. Journal of Civil and Environmental Engineering, 1992, 14(2).
饶晓峰, 吴惠弼. 高强度螺栓受剪连接性能分析[J]. 土木与环境工程学报（中英文）, 1992,14(2). DOI： 10.11835/j.issn.1674-4764.1992.02.005.

Rao Xiaofeng, Wu Huibi Dept.of Civil Engineering. ANALYSIS OF THE BEHAVIOUR OF HIGH STRENGTH BOLTED SHEAR CONNECTIONS[J]. Journal of Civil and Environmental Engineering, 1992, 14(2). DOI： 10.11835/j.issn.1674-4764.1992.02.005.

摘要

在实验的基础上

提出单个高强度螺栓连接轴心受剪的荷载—变形曲线计算公式

公式以分段函数形式反映连接的摩擦、滑移和承压三个阶段

同时适用于无滑移连接的荷载—变形曲线计算。对于高强度螺栓连接偏心受剪性能采用极限状态法计算

其中每个螺栓都服从于上述非线性关系。本文编制了解决这个非线性问题的计算机程序。分析结果与实验比较普遍吻合较好。

Abstract

On the basis of experimental tests

a formula is proposedfor the computation of the load-deformation curves of the single highstrength bolted connections in axial shear forces

which is a piecewisefunction describing three stages of friction

slipping and bearing of theconnections

and is also suitable for the non-slip connections.The limitstate method is used to compute the behaviour of high strength boltedconnections subject to eccentric shear

in which each bolt obeys thenon-linear relationship aforementioned.In this paper

the computer pro-gram is worked out to solve the non-linear problems.Analytical resultsare shown to be in general good agreement with experimental data.

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