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单层网壳结构初始几何缺陷场模拟方法研究进展

曾强 朱劭骏 杨旭 吴晨宇

建筑钢结构进展2024,Vol.26Issue(5):12-21,10.
建筑钢结构进展2024,Vol.26Issue(5):12-21,10.DOI:10.13969/j.cnki.cn31-1893.2024.05.002

单层网壳结构初始几何缺陷场模拟方法研究进展

Research Progress on Simulation Methods of Initial Geometric Imperfection Fields of Single-Layer Gridshells

曾强 1朱劭骏 1杨旭 2吴晨宇1

作者信息

  • 1. 同济大学土木工程学院,上海 200092
  • 2. 同济大学土木工程学院,上海 200092||上海建工四建集团有限公司,上海 201103
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摘要

Abstract

The safety of single-layer gridshells depends largely on their buckling capacity,on which the initial geometric imperfections of joint deviations generated during the installation of the structure have a significant impact.This paper reviews the existing simulation methods on the initial geometric imperfection field of single-layer gridshells and specifications in current codes.The results show that existing stochastic,deterministic,and semi-stochastic simulation methods are all with deficiencies,and it is impossible to determine the real probability model of the buckling capacity of single-layer gridshells;besides,the initial imperfection simulated by current codes is unrealistic.Therefore,it is urgent to propose a simulation method for the initial geometric imperfection field that considers the structural topological constraints,with reasonable basic assumptions and controllable computational costs,providing a scientific basis for the improvement of the global stability analysis method for single-layer gridshells and a theoretical foundation for the analysis of their stability reliability.

关键词

单层网壳/初始几何缺陷/模拟方法/稳定承载力

Key words

single-layer gridshell/initial geometric imperfection/simulation method/buckling capacity

分类

建筑与水利

引用本文复制引用

曾强,朱劭骏,杨旭,吴晨宇..单层网壳结构初始几何缺陷场模拟方法研究进展[J].建筑钢结构进展,2024,26(5):12-21,10.

基金项目

国家自然科学基金(52208196) (52208196)

建筑钢结构进展

OA北大核心CSTPCD

1671-9379

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