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双层柱面网壳结构在地下隧道内爆炸冲击下的动力响应分析
引用本文:田力,李灵聚. 双层柱面网壳结构在地下隧道内爆炸冲击下的动力响应分析[J]. 振动工程学报, 2011, 24(5): 482-490
作者姓名:田力  李灵聚
作者单位:1. 天津大学建筑工程学院,天津300072;天津大学滨海土木工程结构与安全教育重点实验室,天津300072
2. 中国成达工程有限公司,四川成都,610041
基金项目:国家自然科学基金,国家科技支撑计划重点项目,天津市应用基础与前沿技术研究计划重点项目
摘    要:对双层柱面网壳结构在地下隧道内爆炸冲击作用下的动力响应进行了研究.借助ABAQUS有限元软件建立了考虑地基土、混凝土、钢材等材料非线性的隧道-土-网壳结构耦合体系的三维数值模型,并通过算例验证了所建体系模型的正确性和有效性.分别对单、双线隧道布局、网壳与爆炸隧道间距离的变化、爆炸点在隧道内沿其纵轴线移动等三组工况进行了...

关 键 词:双层柱面网壳结构  隧道内爆炸  三维耦合模型  材料非线性

Dynamic response analysis of the cylindrical reticulated shell structure due to an underground in-tunnel explosion
TIAN Li,LI Ling-ju. Dynamic response analysis of the cylindrical reticulated shell structure due to an underground in-tunnel explosion[J]. Journal of Vibration Engineering, 2011, 24(5): 482-490
Authors:TIAN Li  LI Ling-ju
Affiliation:TIAN Li1,2,LI Ling-ju3(1.College of Civil Engineering,Tianjin University,Tianjin 300072,China,2.Key Laboratory of Coast Civil Structure Safety of China Education Ministry,Tianjin Unversity,3.CHINA CHENGDA CO.LTD.,Chengdu 610041,China)
Abstract:The dynamic response of a cylindrical reticulated shell structure under the impact of the blast waves generated by an in-tunnel explosion is investigated numerically.A three-dimension coupling model consisting of the underground tunnel,soil and a cylindrical reticulated shell structure is established with the ABAQUS software considering the material nonlinearity of the soil,concrete and steel.The accuracy and validity of the coupling model set up with the ABAQUS software is verified by an example.Three grou...
Keywords:cylindrical reticulated shell structure  in-tunnel explosion  three-dimension coupling model  material nonlinearity  
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