EXPERIMENTAL AND NUMERICAL STUDY ON THE BEHAVIOR OF CONCRETE SUBJECTED TO BIAXIAL TENSION AND SHEAR

被引：77

作者：

NOORUMOHAMED, MB ^{[1
]}

SCHLANGEN, E ^{[1
]}

VANMIER, JGM ^{[1
]}

机构：

[1] DELFT UNIV TECHNOL,FAC CIVIL ENGN,STEVIN LAB,POB 5048,2600 6A DELFT,NETHERLANDS

来源：

ADVANCED CEMENT BASED MATERIALS | 1993年 / 1卷 / 01期

关键词：

BIAXIAL LOADING; CONCRETE; FRACTURE; LATTICE MODEL; LOAD-PATHS; SHEAR; TENSION; TESTING;

D O I：

10.1016/1065-7355(93)90005-9

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this article an experimental and numerical study on the behavior of concrete subjected to biaxial loading is outlined. For this purpose the unique biaxial machine available at the Stevin Laboratory was used. Two load-paths were pursued, namely axial tension at constant shear and proportional tension/shear. The recently developed lattice model was used to simulate the two load-paths. The remarkable feature of the lattice model is its ability to simulate curved overlapping cracks which resemble the experimental findings.

引用

页码：22 / 37

页数：16

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