IMPACT MODELS BETWEEN CONCRETE BLOCKS IN COLLAPSE ANALYSIS OF REINFORCED CONCRETE STRUCTURES
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摘要: 依据30对混凝土立方块体的单摆和垂直轨道面-面对心碰撞试验结果,利用LS-DYNA有限元程序数值再现试验过程,面-面对心试验数值给予扩展和补充。同时进行了两立方块体面-面非对心、线-面、点-面、线-线及改变块体形状的板板碰撞数值试验。根据物理和数值试验结果,经过回归分析得到描述两混凝土块体间不同碰撞模式下碰撞性能的力学模型。Abstract: Firstly,the face-to-face central impact experiments with 30 couples of concrete cubic blocks were performed using a pendulum test system and a drop weight test system.Then the experimental processes were recurred by the finite element code LS-DYNA,and the extended and the supplementary numerical tests for face-to-face central impact were carried out respectively.Furthermore,the numerical tests for face-to-face noncentral,line-to-face,point-to-face,line-to-line impacts and the numerical tests that were to study the influence of the shape of concrete blocks were performed.In the end,the models describing the behavior of the different impact modes between concrete blocks were derived from the results of the physical and the numerical tests,by means of the multiple nonlinear regression analysis.
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Key words:
- concrete block /
- numerical simulation /
- LS-DYNA /
- impact models
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Williams J R, Connor R.Discrete Element Simulation and theContact Problem [J].Archives of Computational Methods inEngineering, 1999, 6(4):279-304. [2] Utagawa N, Kondo I, Yoshida N.Simulation of Demolition ofReinforced Concrete Building by Controlled Explosion [J].Microcomputers in Civil Engineering, 1992, 7(2):151-159. [3] Xianglin G, Cheng L.Computer Simulation for Reinforced ConcreteStructures Demolished by Controlled Explosion[C]//Computing inCivil and Building Engineering.ASCE, 2000(4):82-89. [4] 张雷明, 刘西拉.框架结构倒塌分析中的几个问题[J].上海交通大学学报, 2001, 35(10):1578-1582. [5] Chatterjee A, Ruina A.Two Interpretations of Rigidity in Rigidbody Collisions [J].Journal of Applied Mechanics, 1998, 65:894-900. [6] Cundall P A.Formulation of a Three-Dimensional Distinct ElementModel.Part Ⅰ:A Scheme to Detect and Represent Contacts in aSystem Composed of Many Polydral Blocks [J].InternationalJournal of Rock Mechanics, 1988, 25(3):107-116. [7] Hibbeler R C .Engineering Mechanics[M].New York:Mac MillanPublishing Company, 1978. [8] Feng Lin, Jian Hou, Xianglin Gu.Study on the Test System forFace-To-Face Central Impact Between Concrete Blocks [C]//Proceedings of the Second International Conference on Advances inExperimental Structural Engineering.2007, 12:356-361. [9] 白金泽.LS -DYNA3D 理论基础与实例分析[M].北京:科学出版社, 2005. [10] LS-DYNA 970Keyword Users Manual[M].Livermore SoftwareTechnology Corporation, 2003. [11] Holmquist T J, Johnson G R, Cook W H.A ComputationalConstitutive Model for Concrete Subjected to Large Strains, HighStrain Rates, and High Pressures [C]//14th InternationalSymposium on Ballistics.1995:591-600. [12] 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.
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