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冲击荷载作用下混凝土的受力分析
引用本文:赵文,梁磊,张锋春,李艺.冲击荷载作用下混凝土的受力分析[J].东北大学学报(自然科学版),2008,29(5):738-741.
作者姓名:赵文  梁磊  张锋春  李艺
作者单位:东北大学资源与土木工程学院,辽宁沈阳,110004
基金项目:国家自然科学基金,辽宁省博士科研项目
摘    要:溜井的稳定与否对矿山的生产有很大影响,既受静载作用,又受冲击荷载作用.冲击荷载是使其产生较高破坏率的主要原因.为了探求冲击荷载的作用,应用Hertz接触弹性分析,对钢球冲击下不同尺寸的混凝土试件进行受力求解;同时应用动力分析软件LS-DYNA3D对冲击过程进行数值模拟求解混凝土的受力.随着试件尺寸的增大,解析结果和数值模拟结果表明,虽然钢球的冲击能有所增加,但是试件受力增长缓慢;试验结果表明塑性变形能的尺寸效应越来越明显,导致了试件破坏时冲击次数的增多.

关 键 词:溜井  混凝土  冲击荷载  弹性分析  数值模拟  尺寸效应  
文章编号:1005-3026(2008)05-0738-04
修稿时间:2007年5月29日

Stress Analysis of Concrete Under Impact Loading
ZHAO Wen,LIANG Lei,ZHANG Feng-chun,LI Yi.Stress Analysis of Concrete Under Impact Loading[J].Journal of Northeastern University(Natural Science),2008,29(5):738-741.
Authors:ZHAO Wen  LIANG Lei  ZHANG Feng-chun  LI Yi
Institution:(1) School of Resources and Civil Engineering, Northeastern University, Shenyang 110004, China
Abstract:The stability of a pass has great effect on the mine production,on which not only the static load but also impact load act.Among them the latter is the main cause of high rate of failure of the pass.To explore the effect of impact load on the pass,the contact elasticity analysis by Hertz is made to solve the stress in the concrete specimens of different sizes under steel ball impact,and the dynamic analysis software LS-DYNA3D is used to simulate numerically the impact process for the same stress.The two results are compared and reveal that the stress in specimens increases slowly with the increasing impact energy of steel ball especially the increasing size of specimens.It implies that the higher the plastic deformation energy,the more obvious the size effect,thus resulting in the fact that the specimen failure is due to the increase in the frequency of impact.
Keywords:pass  concrete  impact load  elasticity analysis  numerical simulation  size effect
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