文章基本信息

标题：A Constitutive Model for Plain Concrete Subjected to Static Loading
其他标题：A Constitutive Model for Plain Concrete Subjected to Static Loading
本地全文：下载
作者：Tavio Tavio
期刊名称：Majalah Iptek = IPTEK : The Journal for Technology and Science
印刷版ISSN：0853-4098
电子版ISSN：2088-2033
出版年度：2007
卷号：18
期号：2
DOI：10.12962/j20882033.v18i2.173
语种：English
出版社：IPTEK
摘要：A numerical model based on the new theoretical micromechanical and lattice models has been proposed to simulate the fracture behavior of concrete specimens. The numerical model has been developed to implement the proposed theoretical micromechanical model using finite element method which employing the lattice model. Using the program developed, the numerical model has been used to simulate concrete specimens under direct tension and bending load conditions. Close agreement between the numerical results and the experimental data in literature indicated that the model is reasonably good, even in predicting the crack development. The numerical lattice model can, therefore, be an effective and useful tool for the analysis of the micro-structural behavior of concrete and for the design of concrete structures.
关键词：Mori-Tanaka Method; Spring-Layer Model; Interface; Mortar; Lattice Model