东南大学学报（自然科学版）2001，Vol.31Issue(2)：77-80,4.
钢纤维高强混凝土单轴压缩下应力应变关系
Stress-Strain Relationship of High-Strength Steel Fiber Reinforced Concrete in Compression
摘要
Abstract
It is necessary to research the basic mechanical performance inorder to use high-strength steel fiber reinforced concrete (HSFC) in practical engineering. Tests are conducted to characterize the stress-strain relationship of HSFC in compression by MTS815.03 rock testing machine. The concrete strength investigated ranges from 65 to 120 MPa and the volume fraction of steel fiber ranges from 0 to 6%. Based on the test data, an analytical model is proposed to generate the complete stress-strain curve for HSFC. The elastic modulus and toughness and Poisson’s ration of HSFC are also calculated in this paper. It is also proved by tests that HSFC is a good building material with high strength and high toughness when steel fibers are longer than the size of aggregate in concrete.关键词
钢纤维高强混凝土/应力应变关系/抗压强度/弹性模量分类
建筑与水利引用本文复制引用
严少华,钱七虎,孙伟,尹放林..钢纤维高强混凝土单轴压缩下应力应变关系[J].东南大学学报（自然科学版）,2001,31(2):77-80,4.基金项目
国家自然科学基金资助项目 (59708012). （59708012）
