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背栓式石材幕墙支承点处受力的有限元分析
Finite Element Analysis on Back-bolt Stone Curtain Wall Stresses of Point-supporting
【摘要】 利用有限元方法,求解四点背栓式支承石材幕墙背栓开孔处的最大应力,讨论了孔边最大应力对于石材幕墙承载性能的影响,指出背栓开孔直径、深度及石材厚度对于孔边应力的影响,对背栓式石材幕墙的设计做出了合理的建议。
【Abstract】 The authors calculates the maximum around-the-hole stresses of the back-bolt stone curtain units with finite element method,and discusses its effect on the bearing property.This paper points out that the diameter、deepness of backbolt hole,and the thickness of the stone panel have influence on the around-the-hole stresses distinctly.Some advices for the design work are proposed.
【关键词】 石材幕墙;
背栓式;
孔边应力;
有限元;
【Key words】 stone curtain wall; back-bolt; around-the-hole stress; finite element;
【Key words】 stone curtain wall; back-bolt; around-the-hole stress; finite element;
- 【文献出处】 施工技术 ,Construction Technology , 编辑部邮箱 ,2007年S2期
- 【分类号】TU767
- 【被引频次】2
- 【下载频次】95