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空间高度对球面网壳结构内爆炸响应的影响
引用本文:高轩能,付诗琪.空间高度对球面网壳结构内爆炸响应的影响[J].土木与环境工程学报,2017,39(4):107-114.
作者姓名:高轩能  付诗琪
作者单位:华侨大学 土木工程学院, 福建 厦门 361021,华侨大学 土木工程学院, 福建 厦门 361021
基金项目:国家自然科学基金(51278208);福建省科技计划(2012Y4010)
摘    要:基于修正后的Johnson-Cook材料模型,应用ANSYS/LS-DYNA建立K8型单层球面网壳计算模型,对内爆炸下不同空间高度的结构爆炸响应进行计算和分析。首先,分析结构内爆炸冲击波传播规律,验证模型参数选取的可行性;其次,讨论内爆炸作用下球面网壳的动力响应,对比分析不同本构模型对爆炸响应的影响;最后,定义下部支承结构所围体积占结构所围总体积的比值为空间高度系数,讨论空间高度系数对墙面未开洞和墙面开洞球面网壳动力响应的影响。结果表明,爆炸冲击波在球面网壳结构角部有汇聚效应,与反射冲击波共同作用,严重影响球面网壳结构的动力响应;对于墙面未开洞的球面网壳,爆炸响应受反射冲击波影响较大;对于墙面开洞的球面网壳,爆炸响应受空间高度系数影响较大。基于研究结果给出了球面网壳结构在内爆炸下防爆和抗爆设计的合理空间高度系数建议值。

关 键 词:球面网壳  内爆炸  空间高度  动力响应  冲击荷载
收稿时间:2016/11/10 0:00:00

Influence of space height on the internal explosion response of single-layer spherical reticulated shell
Gao Xuanneng and Fu Shiqi.Influence of space height on the internal explosion response of single-layer spherical reticulated shell[J].Journal of Civil and Environmental Engineering,2017,39(4):107-114.
Authors:Gao Xuanneng and Fu Shiqi
Affiliation:College of Civil Engineering, Huaqiao University, Xiamen 361021, Fujian, P. R. China and College of Civil Engineering, Huaqiao University, Xiamen 361021, Fujian, P. R. China
Abstract:Based on the modified Johnson-Cook material model, ANSYS /LS-DYNA was used to establish the model of K8 single-layer spherical reticulated shell, and the structural explosion responses were calculated and analyzed with different space heights. Firstly, the propagation law of the shock waves inside the structure was analyzed,and the feasibility of parameters selection was verified. Secondly, the dynamic responses of the spherical reticulated shell under the internal explosion were discussed, and the influence of different constitutive models on the explosion responses was comparative analyzed. Finally, the ratio of the volume enclosed by lower supporting structure to the total volume surrounded by the whole structure was defined as a space height coefficient. The influence of the space height coefficient on the dynamic responses of spherical latticed shell (with or without holes on wall) was studied and discussed. The results show that the shock waves have a converging effect at the corner of the spherical shell structure, combined with the reflected shock waves, which may seriously affect the dynamic responses of the spherical shell. For the spherical shell with wall no openings, the explosion responses were greatly affected by the reflected shock wave, and for the spherical shell with wall openings, the explosion responses were greatly affected by the space height coefficient. Based on the research results, the reasonable space height coefficient of explosion-resistant design on spherical shell structure under internal explosion was proposed.
Keywords:spherical reticulated shell  internal explosion  space height  dynamic response  impact load
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