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混凝土三维细观接触面模型数值模拟与CT试验验证
引用本文:党发宁,梁昕宇,陈厚群.混凝土三维细观接触面模型数值模拟与CT试验验证[J].计算力学学报,2011,28(1):119-124.
作者姓名:党发宁  梁昕宇  陈厚群
作者单位:1. 西安理工大学,岩土工程研究所,西安,710048
2. 西安理工大学,岩土工程研究所,西安,710048;中国水利水电科学研究院,工程抗震中心,北京,100044
基金项目:国家自然科学基金重点(90510017);国家自然科学基金(50679073,50879069);水利部公益性行业科研专项(2007SHZ1-200701004);西安理工大学优秀博士基金(106-210909)资助项目.
摘    要:对混凝土三维随机骨料模型进行了改进,在骨料和砂浆之间加入了"面-面接触单元"模拟两者的接触特性,编制了相应的命令程序,称新模型为混凝土接触面模型.采用双折线损伤演化模型进行计算,对数值模拟结果进行了分析研究.从混凝土破坏过程图和荷载-位移曲线图两方面与CT试验结果进行了比较,表明试件破坏时裂纹的萌生、扩展过程与CT试验...

关 键 词:混凝土  随机骨料模型  接触面模型  应力  位移
收稿时间:3/5/2009 12:00:00 AM
修稿时间:2010/3/30 0:00:00

Numerical simulation on 3D meso-contact mesh of concrete and CT test verification
DANG Fa-ning,LIANG Xin-yu and CHEN Hou-qun.Numerical simulation on 3D meso-contact mesh of concrete and CT test verification[J].Chinese Journal of Computational Mechanics,2011,28(1):119-124.
Authors:DANG Fa-ning  LIANG Xin-yu and CHEN Hou-qun
Institution:Institute of Geotechnical Engineering,Xi'an University of Technology,Xi'an 710048,China;Institute of Geotechnical Engineering,Xi'an University of Technology,Xi'an 710048,China;Institute of Geotechnical Engineering,Xi'an University of Technology,Xi'an 710048,China;
Abstract:The contact mesh model is used to improve 3-D model of random aggregate concrete. Contact mesh is used for simulating interface material between aggregate and motor, the corresponding calculation program is made. So the new model is called contact mesh model of concrete. The conduplicate-line damage evolvement model is applied, the computation results of numerical simulation are analyzed and researched. The results of numerical simulation and CT experiment are compared in failure charts of concrete and curve charts of load-displacement. The crack initiation and propagation are similar with the results of CT experiment; the curve chart of load-displacement of numerical computation is certain extent uniformity with real experiment results. Thereby the contact mesh model overcomes the shortages of random aggregate model, which are as follows: the great thickness of the interface, the great number of element, the slow calculation speed, and the wide hole-zone of crack so ,it is indicated that the improved numerical model of concrete can not only be more similar with the real model, but also greatly increase the speed of computation.
Keywords:concrete  random aggregate model  contact mesh model  stress  displacement
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