Failure modes and failure mechanisms of single-layer reticulated domes subjected to interior blasts

被引:11
|
作者
Ma, Jialu [1 ,2 ]
Fan, Feng [2 ]
Zhang, Lingxin [1 ]
Wu, Chengqing [3 ]
Zhi, Xudong [2 ]
机构
[1] China Earthquake Adm, Inst Engn Mech, Harbin 150080, Heilongjiang, Peoples R China
[2] Harbin Inst Technol, Sch Civil Engn, Harbin 150090, Heilongjiang, Peoples R China
[3] Univ Technol, Sch Civil & Environm Engn, Sydney, NSW 2007, Australia
基金
中国国家自然科学基金;
关键词
Large-span spatial structure; Single-layer reticulated dome; Interior blast; Failure mode; Failure mechanism; PRESSURE-IMPULSE DIAGRAMS; PREDICTION;
D O I
10.1016/j.tws.2018.07.028
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Single-layer reticulated domes are very common spatial structures. As landmarks, these types of structures can more easily be the targets of terrorist attacks than other buildings. However, blast resistance is not taken into consideration in the design of most civil structures. Therefore, it is important to know the damage level that may be imparted to single-layer reticulated domes after a blast attack. In this study, the dynamic response of reticulated domes subjected to an interior blast was investigated with numerical simulations, and five typical failure modes were identified from the results. In addition, the effects of some important parameters were investigated with a case study. Relationships between failure modes and interior blast impulses were summarised. Finally, the failure mechanisms were analysed, which could provide some design suggestions to decrease the probability of severe damage in spatial structures subjected to extreme dynamic loads.
引用
收藏
页码:208 / 216
页数:9
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