拱坝
水下爆炸
拱门
有限元法
加速度
结构工程
流离失所(心理学)
LS-DYNA系列
水下
休克(循环)
冲击波
爆炸物
地质学
点(几何)
工程类
响应分析
岩土工程
数学
物理
几何学
地理
海洋学
医学
心理学
考古
心理治疗师
内科学
经典力学
航空航天工程
作者
Feng Zhu,Weihua Zhu,Fei Da,Jie Yan,Enguang Xu,Xin Chen,Jia Jun Zhuo
标识
DOI:10.1504/ijcat.2013.056923
摘要
Based on the software LS–DYNA–970, centred finite difference finite element method, this paper focuses on analysing the physical processes of an explosion blast in water and the response of the arch dam. As the processes are complicated, a dynamic finite element model was developed. The calculation gives the displacement and the acceleration time–history curves of important points. The results show that, under the shock waves of underwater explosion, the response of arch dam in horizontal way is much larger than in the vertical way. The degree of response depends on the distance of the point and the centre point of explosion.
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