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某钢板仓壁节点试验和整体有限元分析
引用本文:潘建伍,唐敢,蔡晨宁. 某钢板仓壁节点试验和整体有限元分析[J]. 低温建筑技术, 2013, 35(2): 28-29
作者姓名:潘建伍  唐敢  蔡晨宁
作者单位:南京航空航天大学土木系,南京,210016
基金项目:国家自然科学基金青年基金(51108238,51008067);南京航空航天大学基本科研业务费(NS2011012)
摘    要:粮食钢板仓壁常用两排螺栓连接节点连接波纹板,而对于波纹板连接中的高强螺栓承载性能,尚缺乏相应的计算公式。首先对一种带橡胶垫圈的高强螺栓连接波纹板,进行连接件的受剪承载能力试验,从而了解该连接件螺栓及波纹板整体的受力性能特性。然后,进行了整体有限元分析。

关 键 词:钢板仓  波纹板  螺栓  节点  有限元

JOINT EXPERIMENT AND GLOBAL FINITE ELEMENT ANALYSIS ON A STEEL SILO WALL
PAN Jian-wu , TANG Gan , CAI Chen-ning. JOINT EXPERIMENT AND GLOBAL FINITE ELEMENT ANALYSIS ON A STEEL SILO WALL[J]. Low Temperature Architecture Technology, 2013, 35(2): 28-29
Authors:PAN Jian-wu    TANG Gan    CAI Chen-ning
Affiliation:(Civil Engi.Department,Nanjing Univ.of Aeronautics and Astronautics,Nanjing 210016,China)
Abstract:Corrugated plates connected by two rows of bolts joints were commonly used in grain steel silos,but for the performance of the high-strength bolts connector was still a lack of appropriate formula.Firstly,joint experiment on a silo wall was conducted in order to understand the performance of the bolts and corrugated plates.Then,the global finite element analysis was carried out.
Keywords:steel silo  corrugated plate  bolt  joint  finite element analysis
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