Dynamic mechanical properties of geopolymer concrete after water immersion

被引:55
作者
Ren, Weibo [1 ]
Xu, Jinyu [1 ,2 ]
Liu, Junliang [1 ]
Su, Haoyang [1 ]
机构
[1] Air Force Engn Univ, Dept Airfield & Bldg Engn, Xian 710038, Shaanxi, Peoples R China
[2] Northwestern Polytech Univ, Coll Mech & Civil Architecture, Xian 710072, Peoples R China
基金
中国国家自然科学基金;
关键词
Geopolymer concrete; Water immersion; Dynamic mechanical properties; Rate sensitivity; HOPKINSON PRESSURE BAR; HIGH-STRAIN RATES; ELASTIC-MODULUS; COMPRESSIVE BEHAVIOR; TENSILE-STRENGTH; MOISTURE-CONTENT; EXPLANATION; MORTAR;
D O I
10.1016/j.ceramint.2015.05.154
中图分类号
TQ174 [陶瓷工业]; TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
This paper aims to investigate the influence of water immersion on dynamic mechanical properties of geopolymer concrete (GC). Dynamic compressive tests on specimens placed indoors (GC(N)) and specimens with water immersion (GC(W)) were conducted by a split Hopkinson pressure bar system. The results indicate that the dynamic strength and impact toughness of GC(N) and GC(W) display an increasing trend as strain rate increases, while the elastic modulus is not rate-sensitive since no obvious trends can be observed with strain rate. The quasi-static strength of GC decreases after water immersion. Under impact loading, however, water immersion exhibits a strengthening and stiffening effect on GC as confirmed by the higher dynamic strength and higher dynamic elastic modulus of GC(W). And the absorbed water within specimen also improves the rate sensitivity of GC's strength performance. Besides, water immersion has a minor influence on the impact toughness of GC. However, as compared with GC(N), GC(W) dissipate less impact energy prior to the peak load and have a lower average deformation during the impact procedure. In general, the impact damage of GC(W) is less serious than that of GC(N) at approximately the same strain rate. The fragment size of GC(W) distributes in the coarser grained side. (C) 2015 Elsevier Ltd and Techna Group S.r.l. All rights reserved.
引用
收藏
页码:11852 / 11860
页数:9
相关论文
共 39 条
[1]  
[Anonymous], 2002, 500812002 CS GBT
[2]  
BARTLETT FM, 1994, ACI MATER J, V91, P227
[3]   The influence of aggregate type on the strength and elastic modulus of high strength concrete [J].
Beushausen, Hans ;
Dittmer, Thomas .
CONSTRUCTION AND BUILDING MATERIALS, 2015, 74 :132-139
[4]   An explanation for the unsaturated state of water stored concrete [J].
Chatterji, S .
CEMENT & CONCRETE COMPOSITES, 2004, 26 (01) :75-79
[5]   Experimental and modeling study of dynamic mechanical properties of cement paste, mortar and concrete [J].
Chen, Xudong ;
Wu, Shengxing ;
Zhou, Jikai .
CONSTRUCTION AND BUILDING MATERIALS, 2013, 47 :419-430
[6]  
Chen XD, 2012, INDIAN J ENG MATER S, V19, P427
[7]  
[陈有亮 Chen Youliang], 2011, [工程力学, Engineering Mechanics], V28, P59
[8]   Workability and strength of coarse high calcium fly ash geopolymer [J].
Chindaprasirt, P. ;
Chareerat, T. ;
Sirivivatnanon, V. .
CEMENT & CONCRETE COMPOSITES, 2007, 29 (03) :224-229
[9]  
Comite Euro-International du Beton (CEB), 1990, Bulletin D'Information
[10]  
Davidovits J., 1990, ACI CONCRETE INT, V12, P30