Finite element analysis of elastic property of concrete composites with ITZ

被引：0

作者：

Abdelmoumen, Said ^{[1
]}

Bellenger, Emmanuel ^{[1
]}

Lynge, Brandon ^{[2
]}

Queneudec-t'Kint, Michele ^{[1
]}

机构：

[1] Univ Picardie Jules Verne, LTI EA 3899, IUT Aisne, F-02100 St Quentin en Yvelines, France

[2] Univ Tulsa, Dept Mech Engn, Tulsa, OK 74104 USA

来源：

COMPUTERS AND CONCRETE | 2010年 / 7卷 / 06期

关键词：

elastic modulus; ITZ; numerical concrete composites model; finite element method; random unit cell; composite materials; REPRESENTATIVE VOLUME ELEMENT; TRANSITION ZONE; MODEL; AGGREGATE; MODULI; SIZE; STRESS; SPHERE; RATIO;

D O I：

10.12989/cac.2010.7.6.497

中图分类号：

TP39 [计算机的应用];

学科分类号：

081203 ; 0835 ;

摘要：

For better estimation of elastic property of concrete composites, the effect of Interfacial Transition Zone (ITZ) has been found to be significant Numerical concrete composites models have been introduced using Finite Element Method (FEM), where ITZ is modeled as a thin shell surrounding aggregate Therefore, difficulties arise from the mesh generation In this study, a numerical concrete composites model in 3D based on FEM and random unit cell method is proposed to calculate elastic modulus of concrete composites with ITZ The validity of the model has been verified by comparing the calculated elastic modulus with those obtained from other analytical and numerical models

引用

页码：497 / 510

页数：14

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