所属单位：土木工程学院

发表刊物：Applied Mechanics and Materials

关键字：中文关键字：损伤评估；SRHSHPC;损伤统计本构模型；完全解耦，英文关键字：Complete Decoupling, Damage Evolution, Damage Stat

摘要：In order to apply the uniaxial damage evolution equation that established with the variable of strain to the multiaxial damage quantitative analysis, this paper bases on the Hsieh-Tang-Chen four-parameter failure criterion and adopts the way of making the triaxial equivalent strain combining with the uniaxial damage evolution equation to analyze and deduce the uniaxial damage evolution equation of SRHSHPC, and which is expanded to multiaxial condition as well. A function considered triaxial stress state and a related correction value are suggested, then, improving the damage evolution equation from triaxial to multiaxial form, finally proposing the multiaxial damage statistic constitutive equation for concrete, taking numerical simulation with the complete decoupling method and the result shows that the model is effective.

备注：郑山锁

合写作者：李文勇,陶清林,范于

第一作者：郑山锁

论文类型：期刊论文

卷号：卷：166-169

期号：期：

页面范围：页：56-59

是否译文：否

发表时间：2012-05-01