首页 | 本学科首页   官方微博 | 高级检索  
     

混凝土损伤本构理论研究综述
引用本文:何建涛,马怀发,陈厚群.混凝土损伤本构理论研究综述[J].水利水电科技进展,2010,30(3):89-94.
作者姓名:何建涛  马怀发  陈厚群
作者单位:中国水利水电科学研究院工程抗震研究中心,北京,100048
基金项目:国家自然科学重点基金,水利部公益专项 
摘    要:首先论述混凝土本构模型研究的重要性,并说明损伤力学理论较适于构建混凝土本构模型;然后对损伤变量的定义、损伤演化方程的确定、损伤本构模型的建立以及如何考虑不可恢复变形与率效应进行较为详细的论述;最后就混凝土损伤本构模型的发展方向提出了看法。

关 键 词:混凝土本构模型  损伤力学  率效应  综述
修稿时间:2010/6/22 0:00:00

Research review on concrete damage constitutive theory
HE Jian-tao,MA Huai-fa,CHEN Hou-qun.Research review on concrete damage constitutive theory[J].Advances in Science and Technology of Water Resources,2010,30(3):89-94.
Authors:HE Jian-tao  MA Huai-fa  CHEN Hou-qun
Abstract:First,the importance of researches on concrete constitutive models was presented.The theory of damage mechanics was shown to be suitable for the establishment of concrete constitutive models.Then,the definition of damage variables,the determination of damage evolution equations,the establishment of concrete constitutive models as well as how to consider the irreversible deformation and strain rate effect were discussed.Finally,some opinions about the development direction of concrete damage constitutive models were proposed.
Keywords:concrete constitutive model  damage mechanics  strain rate effect  review
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《水利水电科技进展》浏览原始摘要信息
点击此处可从《水利水电科技进展》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号