Instantaneous Crack Width Calculation for Steel Fiber-Reinforced Concrete Flexural Members

被引：29

作者：

Amin, Ali ^{[1
]}

Gilbert, R. Ian ^{[2
,3
]}

机构：

[1] Univ Sydney, Sch Civil Engn, Sydney, NSW, Australia

[2] UNSW, Sch Civil & Environm Engn, Civil Engn, Sydney, NSW, Australia

[3] UNSW Ctr Infrastruct Engn & Safety, Sydney, NSW, Australia

来源：

ACI STRUCTURAL JOURNAL | 2018年 / 115卷 / 02期

关键词：

crack width; serviceability; steel fiber; tension chord model; tension stiffening; BEAMS; BEHAVIOR; MODEL;

D O I：

10.14359/51701116

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A rational and simple method is presented in this paper to determine instantaneous crack widths of steel fiber-reinforced concrete members subjected to flexure. By adding fibers to concrete, the post-cracking stiffness of a concrete structure can increase significantly. The model builds upon previous work conducted by the authors by considering the beneficial effect of the fibers across a crack to the tension stiffening relationship of steel fiber-reinforced concrete. The model reported herein is shown to give reliable predictions of reported experimental values.

引用

页码：535 / 543

页数：9

共 31 条

[1]

ACI-Committee, 1996, 544 ACI COMM

[2]

Adebar P, 1997, ACI STRUCT J, V94, P68

[3] Instantaneous deflection calculation for steel fibre reinforced concrete one way members [J].