Overall structural behavior of high strength concrete specimens

被引：28

作者：

Biolzi, L

Guerrini, GL

Rosati, G

机构：

[1] POLITECN MILAN,DIPARTIMENTO INGN STRUTTURALE,I-20133 MILAN,ITALY

[2] CTG ITALCEMENTI CIMENT FRANCAIS,DIREZ LAB,BERGAMO,ITALY

来源：

CONSTRUCTION AND BUILDING MATERIALS | 1997年 / 11卷 / 01期

关键词：

high strength concrete; steel micro-fibre; structural behavior;

D O I：

10.1016/S0950-0618(96)00026-8

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The effects of steel micro-fibre on the complete load-displacement response of a high performance concrete in tension and compression were examined from tests performed on specimens composed of high strength concrete under controlled strain through a closed-loop system. The concrete had a maximum aggregate size of 3 mm, an aggregate to binder ratio of two, silica fume to binder ratio of 0.2, water to binder ratio of 0.225 and randomly dispersed steel micro-fibres of 0%, 2%, 4% and 6% by volume. Uniaxial tensile tests, bending tests and uniaxial compressional tests were conducted and analyzed in order to provide a mechanical characterization of the materials. Moduli of elasticity and fracture energies were evaluated and compared. (C) 1997 Elsevier Science Ltd.

引用

页码：57 / 63

页数：7

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