Mechanical behaviour at high temperature of alkali-activated aluminosilicates (geopolymers)

被引:76
作者
Martin, Antonia [1 ]
Pastor, Jose Y. [1 ]
Palomo, Angel [2 ]
Fernandez Jimenez, Ana [2 ]
机构
[1] Tech Univ Madrid, Dept Mat Sci, E-28040 Madrid, Spain
[2] Eduardo Torroja Inst Construct Sci CSIC, E-28033 Madrid, Spain
关键词
Geopolymer; Mechanical behaviour; High temperature; Alkali-activated aluminosilicates; Cement; FLY-ASH; ELEVATED-TEMPERATURE; CURING CONDITIONS; THERMAL-BEHAVIOR; HARDENED PASTE; ACID ATTACK; PERFORMANCE; METAKAOLIN; CEMENTS;
D O I
10.1016/j.conbuildmat.2015.04.044
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This study was designed to determine the effect of temperature on the mechanical strength (in both in vivo and post-exposure trials) of two alkaline cements (without OPC): (a) 100% fly ash (FA) and (b) 85% FA + 15% bauxite, the activated alkaline solution used was 85% 10-M NaOH + 15% sodium silicate. A Type I 42.5 R Portland cement was used as a control. Two series of trials were conducted: (i) in vivo trials in which bending and compressive strength, fracture toughness and modulus of elasticity were determined at different temperatures; and (ii) post-firing trials, assessing residual bending and compressive strength after a 1-h exposure to high temperatures and subsequent cooling. The findings showed that from 25 to 600 degrees C, irrespective of the type of test (in vivo or post-firing), compressive mechanical strength rose, with the specimens exhibiting elastic behaviour and consequently brittle failure. At temperatures of over 600 degrees C, behaviour differed depending on the type of test: (i) in the in vivo trials the high temperature induced pseudo-plastic strain and a decline in mechanical strength that did not necessarily entail specimen failure; (ii) in the post-firing trials, compressive strength rose. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1188 / 1196
页数:9
相关论文
共 41 条
[1]  
Allahverdi A, 2005, CERAM-SILIKATY, V49, P225
[2]  
Allahverdi A, 2001, CERAM-SILIKATY, V45, P143
[3]  
[Anonymous], 1998, LEAS CHEM CEMETNT CO
[4]  
[Anonymous], 2014, 13 RILEM, DOI 10.1007/978-94-007-7672-2
[5]   Thermal behaviour of geopolymers prepared using class F fly ash and elevated temperature curing [J].
Bakharev, T .
CEMENT AND CONCRETE RESEARCH, 2006, 36 (06) :1134-1147
[6]   Thermal behaviour of inorganic geopolymers and composites derived from sodium polysialate [J].
Barbosa, VFF ;
MacKenzie, KJD .
MATERIALS RESEARCH BULLETIN, 2003, 38 (02) :319-331
[7]   Alkali activation of fly ash. Part III: Effect of curing conditions on reaction and its graphical description [J].
Criado, M. ;
Fernandez-Jimenez, A. ;
Palomo, A. .
FUEL, 2010, 89 (11) :3185-3192
[8]  
Davidovits J., 2008, GEOPOLYMER CHEM APPL
[9]   Characterisation of the behaviour of high performance mortar subjected to high temperatures [J].
Djaknoun, S. ;
Ouedraogo, E. ;
Benyahia, A. Ahmed .
CONSTRUCTION AND BUILDING MATERIALS, 2012, 28 (01) :176-186
[10]   Geopolymer technology:: the current state of the art [J].
Duxson, P. ;
Fernandez-Jimenez, A. ;
Provis, J. L. ;
Lukey, G. C. ;
Palomo, A. ;
van Deventer, J. S. J. .
JOURNAL OF MATERIALS SCIENCE, 2007, 42 (09) :2917-2933