Behavior of high strength concrete with and without steel fiber reinforcement in triaxial compression

被引：184

作者：

Lu, Xiaobin

Hsu, Cheng-Tzu Thomas

机构：

[1] Thornton & Tomasetti Grp, Newark, NJ 07102 USA

[2] New Jersey Inst Technol, Dept Civil & Environm Engn, Newark, NJ 07102 USA

来源：

CEMENT AND CONCRETE RESEARCH | 2006年 / 36卷 / 09期

基金：

美国国家科学基金会;

关键词：

compressive strength; concrete; fiber reinforcement; mechanical properties; triaxial compression;

D O I：

10.1016/j.cemconres.2006.05.021

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Based on an extensive experimental program, this paper studies the behavior of high strength concrete and steel fiber reinforced high strength concrete under uniaxial and triaxial compression. Triaxial stress-strain relations and failure criteria are used to evaluate the effect of steel fiber reinforcement on the mechanical properties of high strength concrete in triaxial compression, which is found to be insignificant. (C) 2006 Elsevier Ltd. All rights reserved.

引用

页码：1679 / 1685

页数：7

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