波纹钢板纵向接缝高强度螺栓连接承载力数值分析

苏明周; 赵凯

doi:10.11918/201905223

Chinese

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波纹钢板纵向接缝高强度螺栓连接承载力数值分析

更新时间：2026-10-19

- 波纹钢板纵向接缝高强度螺栓连接承载力数值分析
- Numerical analysis on the bearing capacity of high strength bolt connection for longitudinal seam of corrugated steel plates
- 哈尔滨工业大学学报 2020年52卷第8期页码：192-200
- 作者机构：
  
  1. 西安建筑科技大学土木工程学院,西安,710055
  2. 结构工程与抗震教育部重点实验室(西安建筑科技大学),西安,710055
- 作者简介：
  
  苏明周(1971—)，男，教授，博士生导师
- 基金信息：
  
  国家自然科学基金(51978564);陕西省自然科学基础研究计划(2018JM5079)
- DOI：10.11918/201905223
  中图分类号： TU391;TU317.1
- 纸质出版：2020
- 稿件说明：
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苏明周, 赵凯. 波纹钢板纵向接缝高强度螺栓连接承载力数值分析[J]. 哈尔滨工业大学学报, 2020,52(8):192-200.

SU Mingzhou, ZHAO Kai. Numerical analysis on the bearing capacity of high strength bolt connection for longitudinal seam of corrugated steel plates[J]. 2020, 52(8): 192-200.
苏明周, 赵凯. 波纹钢板纵向接缝高强度螺栓连接承载力数值分析[J]. 哈尔滨工业大学学报, 2020,52(8):192-200. DOI： 10.11918/201905223.

SU Mingzhou, ZHAO Kai. Numerical analysis on the bearing capacity of high strength bolt connection for longitudinal seam of corrugated steel plates[J]. 2020, 52(8): 192-200. DOI： 10.11918/201905223.

摘要

为研究波纹钢板纵向接缝高强度螺栓连接承载力

建立ABAQUS有限元模型

探讨了端距、螺栓预拉力、波形对波纹板连接件承载力的影响.结果表明:为保证板件端部不被剪断

波纹板连接件的端距应不小于3d0；当波纹板连接件发生孔壁承压破坏时

承载力随预拉力的增加而增加

承载力计算公式建议按中国平板连接计算公式乘以1.1的增大系数考虑；当发生螺杆剪切破坏时

预拉力对承载力影响较小

波纹板连接件承载力按平板连接计算公式计算.

Abstract

To study the bearing capacity of high strength bolt connection for longitudinal seam of corrugated steel plates (CSPs)

finite element models of test specimens were established by ABAQUS software. Influences of end distance

bolt preloading

and waveform of high strength bolt on the bearing capacity of CSP connection were discussed. Results show that the end distance of CSP connectors should be larger than 3d0 to avoid the shear fracture of the plate end. When bearing failure at bolt hole occurred

the bearing capacity gradually increased with the increase of bolt preloading. The calculation formula of the bearing capacity of CSP connectors was suggested to be multiplied by the increase factor of 1.1 on the basis of the calculation formula of China for calculating flat plate connectors. When bolt shearing failure occurred

bolt preloading had little effect on bearing capacity

and the calculation formula of the bearing capacity of CSP connectors could be calculated as that of flat plate connectors.

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