混凝土块体多体碰撞试验研究
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
基于不同的数值方法进行混凝土结构倒塌分析时,其分析模型实质为一多体系统,当结构进入大变形大位移阶段后,就可能发生多体碰撞问题。基于LS-DYNA有限元程序研究了三混凝土立方块体不同碰撞模式下的宏观反应结果,并对比分析各结果之差别,同时分析了初始相对碰撞速度、块体质量等因素的影响。基于对比分析,提出混凝土块体多体碰撞问题的处理方法。
In the collapse analysis of RC structures based on different numerical methods,the analytic models of structures actually are taken as a multi-body system.After the structures enter the stage of large deformation,the multi-body impact among concrete blocks or elements may occur.Based on LS-DYNA finite element program,the numerical tests of three-body impact among concrete blocks are carried out.Different impact patterns are analyzed and contrasted based on the results of numerical tests.And the influence of different impact parameters is studied.In addition,the method of processing multi-body impact is provided based on comparison and analysis.
引文
[1]那向谦,周锡元,刘志刚.云南澜沧,耿马地震中建筑物的震害调查[J].建筑结构学报,1991,12(4):62-71.
    [2]顾祥林,孙飞飞.混凝土结构的计算机仿真[M].上海:同济大学出版社,2000:149-150.
    [3]侯健,林峰,顾祥林.描述混凝土块体间碰撞性能的冲量模型[J].振动与冲击,2007,26(10):1-5.
    [4]蒋小勤,康颖,秦国斌,等.一维三体碰撞过程的数值实验研究[J].海军工程大学学报,2005,17(1):23-27.
    [5]马炜,刘才山.三质点共线碰撞问题的理论分析[J].力学学报,2006,38(5):674-681.
    [6]LS-DYNA 970 Keyword User’s manual[R],Livermore Soft-ware Technology Corporation,2003.
    [7]Hol mquist T J,Johnson G R,Cook W H.A ComputationalConstitutive Model for Concrete Subjected to Large Strains,High Strain Rates,and High Pressures[C],14thInternationalSymposiumon Ballistics,1995:591-600.
    [8]张凤国,李恩征.混凝土撞击损伤模型参数的确定方法[J].弹道学报,2001,13(4):12-16.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心