Study on Diaphragm Effect of Steel Dome Using FEM Method

Ling-Yun Peng, Chuan Li, J. Ju, Feng Han
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引用次数: 1

Abstract

This study adopted the finite element software ANSYS to analyze the diaphragm effect of a 30 m diameter steel dome. The model takes into account the material nonlinearity and geometrical nonlinearity. The dome's mechanical response under static pressure was obtained. Riks method was adopted to trace the ultimate bearing capacity of the dome. Full comparisons are presented in this paper to illustrate the diaphragm effect of the dome. The results show that the diaphragm effect can significantly improve the bearing capacity of the dome.
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基于有限元法的钢穹顶膜片效应研究
本研究采用有限元软件ANSYS对直径30m的钢穹顶进行膜片效应分析。该模型考虑了材料非线性和几何非线性。得到了静压作用下穹顶的力学响应。采用Riks法对穹顶的极限承载力进行了追踪。为了说明穹顶的隔膜效应,本文给出了充分的对比。结果表明,膜片效应能显著提高穹顶的承载力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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