Tensile stress-crack width law for steel fibre reinforced self-compacting concrete obtained from indirect (splitting) tensile tests

被引：83

作者：

Abrishambaf, Amin ^{[1
]}

Barros, Joaquim A. O. ^{[1
]}

Cunha, Vitor M. C. F. ^{[1
]}

机构：

[1] Univ Minho, Sch Engn, Dept Civil Engn, ISISE, P-4800058 Guimaraes, Portugal

来源：

CEMENT & CONCRETE COMPOSITES | 2015年 / 57卷

关键词：

Steel fibre reinforced self-compacting concrete; Splitting tensile test; Uniaxial tensile test; Post-cracking strength; Inverse analysis; Fibre orientation; DESIGN; COMPRESSION; BEHAVIOR; ENERGY; MODEL; SFRC;

D O I：

10.1016/j.cemconcomp.2014.12.010

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this work, model fracture parameters of steel fibre reinforced self-compacting concrete (SFRSCC) were derived from the numerical simulation of indirect splitting tensile tests. The combined experimental and numerical research allowed a comparison between the stress-crack width (sigma-w) relationship acquired straightforwardly from direct tensile tests, and the sigma-w response derived from inverse analysis of the splitting tensile tests results. For this purpose a comprehensive nonlinear 3D finite element (FE) modeling strategy was developed. A comparison between the experimental results obtained from splitting tensile tests and the corresponding FE simulations confirmed the good accuracy of the proposed strategy to derive the sigma-w law for these composites. It is concluded that the post-cracking tensile laws obtained from inverse analysis provided a close relationship with the ones obtained from the experimental uniaxial tensile tests. 2015 Elsevier Ltd. All rights reserved.

引用

页码：153 / 165

页数：13

共 41 条

[1]

Abaqus Unified FEA software, 2009, AB UN FEA SOFTW US M

[2]

Abaqus Unified FEA software, 2009, AB UN FEA SOFTW AN U, VIII

[3]

Abaqus Unified FEA software, 2009, AB UN FEA SOFTW AN U, VIV

[4]

Abrishambaf A, 2012, 8 RILEM INT S FIBR R

[5]

[Anonymous], 2005, EN 14651

[6]

[Anonymous], 2003, 11039 UNI IT BOARD S

[7]

[Anonymous], MAT STRUCT

[8]

[Anonymous], 2004, ANN BOOK ASTM STAND

[9]

[Anonymous], 2012, CEB FIP MODEL 2010, V1

[10]

Balaguru PN, 1992, CIVIL ENG SERIES

← 1 2 3 4 5 →