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框架剪力墙结构的定向爆破倒塌过程
引用本文:言志信,刘培林,叶振辉.框架剪力墙结构的定向爆破倒塌过程[J].爆炸与冲击,2011,31(6):647-652.
作者姓名:言志信  刘培林  叶振辉
作者单位:兰州大学西部灾害与环境力学教育部重点实验室,甘肃兰州730000;兰州大学土木工程与力学学院,甘肃兰州730000;兰州大学西部灾害与环境力学教育部重点实验室,甘肃兰州730000;兰州大学土木工程与力学学院,甘肃兰州730000;兰州大学西部灾害与环境力学教育部重点实验室,甘肃兰州730000;兰州大学土木工程与力学学院,甘肃兰州730000
基金项目:甘肃省科技计划科技支撑计划项目,甘肃省建设科技攻关项目
摘    要:利用ANSYS/LS-DYNA有限元软件,分别采用整体式模型和共用节点分离式模型对某高层框架剪力墙结构的定向爆破拆除进行数值模拟.通过与实际工程的对比发现,分离式模型模拟的效果更贴近实际,模拟结果更准确;此外,待拆除结构的爆破切口适当上移,可以减少结构的倒塌范围;最后,分析了钢筋和混凝土单元的应力时程曲线,指出共用结点...

关 键 词:爆炸力学  定向爆破拆除  ANSYS/LS-DYNA  框剪结构  分离式模型

Directional blasting collapse process of frame-shear wall structure
YAN Zhi-xin,LIU Pei-lin,YE Zhen-hui.Directional blasting collapse process of frame-shear wall structure[J].Explosion and Shock Waves,2011,31(6):647-652.
Authors:YAN Zhi-xin  LIU Pei-lin  YE Zhen-hui
Institution:1.KeyLaboratoryof WesternChinasEnvironmentalSystems,MinistryofEducation,2.LanzhouUniversity,Lanzhou730000,Gansu,China;
Abstract:With the help of ANSYS/LS-DYNA finite element software,the directional blasting collapse process of a certain high frame-shear wall structure was numerically simulated by using the integral model and common node separate model.And the numerically simulated results were compared with the actual project.Comparisons show that the simulated results by using the common node separate model are in better agreement with the actual project.In addition,the numerically simulated results display that the collapse scope of the structure can be reduced by properly ascending the blasting cut of the structure.Finally,the stress-time curves of the steel and concrete elements indicate that the common node separate reinforced concrete model can correctly reflect the mechanical property differences between steel and concrete.
Keywords:mechanics of explosion  directional demolition  ANSYS/LS-DYNA  frame-shear structure  common node separete model
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