Analysis of fracture tests of glass fibre reinforced cement (GRC) using digital image correlation

被引:43
作者
Enfedaque, A. [1 ]
Galvez, J. C. [1 ]
Suarez, F. [1 ]
机构
[1] Univ Politecn Madrid, ETS Ingn Caminos Canales & Puertos, E-28040 Madrid, Spain
关键词
GRC; Fracture energy; Glass fibre; DIC; DURABILITY; BEHAVIOR; METHODOLOGY; TOUGHNESS; STRENGTH; PREDICT;
D O I
10.1016/j.conbuildmat.2014.11.031
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the last decades GRC has been used in buildings and infrastructure, although there is insufficient data available related with its fracture energy. In order to expand knowledge in the field, the fracture energy in perpendicular and parallel directions with respect to the fibres is obtained. Three types of GRC with different formulations are tested. The results show that the fracture energy of a GRC with a 25% addition of a pozzolanic admixture is 40% and 8% higher than a standard GRC in, respectively, each orientation. Similarly, an addition of 25% of heat-treated kaolin to a standard GRC increases its fracture energy up to 490% and 400% depending on the given orientation. Moreover, the applicability of digital image correlation (DIC) to GRC fracture tests is shown. The use of DIC enables a description of the damaging patterns and explanation of the behaviours identified in the fracture tests performed. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:472 / 487
页数:16
相关论文
共 35 条
[1]   COMPARISON OF THE WEATHERING BEHAVIOR OF GRC WITH PREDICTIONS MADE FROM ACCELERATED AGING TESTS [J].
AINDOW, AJ ;
OAKLEY, DR ;
PROCTOR, BA .
CEMENT AND CONCRETE RESEARCH, 1984, 14 (02) :271-274
[2]  
[Anonymous], GLASS FIBER REINFORC
[3]  
[Anonymous], FIBER REINFORCED CEM
[4]  
[Anonymous], P MAT RES SOC
[5]  
Bing P., 2009, Measurement Science and Technology, V20, p062001
[6]   Assessment of Digital Image Correlation Measurement Errors: Methodology and Results [J].
Bornert, M. ;
Bremand, F. ;
Doumalin, P. ;
Dupre, J. -C. ;
Fazzini, M. ;
Grediac, M. ;
Hild, F. ;
Mistou, S. ;
Molimard, J. ;
Orteu, J. -J. ;
Robert, L. ;
Surrel, Y. ;
Vacher, P. ;
Wattrisse, B. .
EXPERIMENTAL MECHANICS, 2009, 49 (03) :353-370
[7]   Analysis of compressive fracture of three different concretes by means of 3D-digital image correlation and vacuum impregnation [J].
Caduff, Daniel ;
Van Mier, Jan G. M. .
CEMENT & CONCRETE COMPOSITES, 2010, 32 (04) :281-290
[8]   Application of digital image correlation at the microscale in fiber-reinforced composites [J].
Canal, L. P. ;
Gonzalez, C. ;
Molina-Aldareguia, J. M. ;
Segurado, J. ;
LLorca, J. .
COMPOSITES PART A-APPLIED SCIENCE AND MANUFACTURING, 2012, 43 (10) :1630-1638
[9]   Digital image correlation analysis of interfacial debonding properties and fracture behavior in concrete [J].
Corr, David ;
Accardi, Matteo ;
Graham-Brady, Lori ;
Shah, Surendra .
ENGINEERING FRACTURE MECHANICS, 2007, 74 (1-2) :109-121
[10]   A rehabilitation study of sandwich GRC facade panels [J].
Correia, Joao R. ;
Ferreira, Joao ;
Branco, Fernando A. .
CONSTRUCTION AND BUILDING MATERIALS, 2006, 20 (08) :554-561