某钢板仓壁节点试验和整体有限元分析  

JOINT EXPERIMENT AND GLOBAL FINITE ELEMENT ANALYSIS ON A STEEL SILO WALL

作　　者：潘建伍[1] 唐敢[1] 蔡晨宁[1] 

机构地区：[1]南京航空航天大学土木系,南京210016

出　　处：《低温建筑技术》2013年第2期28-29,共2页Low Temperature Architecture Technology

基　　金：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。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.

关 键 词：钢板仓 波纹板 螺栓 节点 有限元 

分 类 号：TU392.4[建筑科学—结构工程]