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双层球壳结构内爆炸荷载下的动力响应研究
引用本文:杨春燕,王婧奇. 双层球壳结构内爆炸荷载下的动力响应研究[J]. 福建建筑, 2014, 0(8): 43-45
作者姓名:杨春燕  王婧奇
作者单位:华侨大学厦门工学院,福建厦门361021
摘    要:为考察双层球壳结构内爆炸荷载下的动力响应,用ANSYS/LS-DYNA软件进行数值分析研究,得到在不同炸药量(TNT当量)和不同屋面孔洞率情况下,双层球壳结构内爆炸荷载下的动力响应结果。对软件模拟结果分析,随着炸药量的增加,结构最大轴力和最大位移响应值都增加;屋面开孔越大,结构最大轴力和最大位移响应值都减小,有利于结构抗爆。

关 键 词:双层球壳结构  内爆炸荷载  动力响应  TNT当量  屋面孔洞率

Study on Explosive Dynamic Response for Double -layer Spherical Reticlated Shell under Internal Blast
YANG Chunyan,WANG Jingqi. Study on Explosive Dynamic Response for Double -layer Spherical Reticlated Shell under Internal Blast[J]. Fujian Architecture & Construction, 2014, 0(8): 43-45
Authors:YANG Chunyan  WANG Jingqi
Affiliation:(Xiamen Institute of Technology Huaqiao University,Xiamen 361021)
Abstract:To investigate the dynamic response of double - layer spherical reticulated shell under blast load, a numerical simulation mode is estabhshed by em-ploying fluid - structure coupling algorithm ANSYS/LS - DYNA. The analysis results are as follows : with the increase of amount of explosive, structural maxi-mum axial force and maximum displacement response values increased; and the rate of holes on roof is greater, the maximum axial force structure and the max-imum displacement response values are reduced. So the greater rate of holes on roof is conducive to resistance Blast load.
Keywords:Double -layer spherieal reticulated sheU  Intemal blast load  Dynamic response  TNT equivalent  The rate of holes on roof
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