Effect of fibers on expansion of concrete with a large amount of high f-CaO fly ash

被引:20
作者
Chen, B
Liu, JY [1 ]
机构
[1] Texas A&M Univ, Dept Civil Engn, College Stn, TX 77843 USA
[2] Shanghai Jiao Tong Univ, Sch Civil Engn & Mech, Shanghai 200240, Peoples R China
关键词
expansion; cement; fly ash; CaO; fiber;
D O I
10.1016/S0008-8846(03)00098-X
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The effects of different types of fibers on expansion of cement paste, in which a large amount of high content of f-CaO fly ash (HFA) was added, were investigated and the way to prevent cement paste with HFA from expansion was proposed. The results showed that the effects of different fibers on expansion of cement paste are related to the properties of fibers. Carbon fiber and alkali-resistant glass fiber, which have high elastic modulus, can effectively restrain the expansion, while nylon fiber with low elastic modulus has no restraint effect on the expansion. In addition, the restraint effect of alkali-resistant glass fiber increases with the increase of fiber content. (C) 2003 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1549 / 1552
页数:4
相关论文
共 8 条
[1]  
ALONSO JL, 1991, CHARACTERIZATION FLY, P12
[2]   Restrained alkali-aggregate expansion due to steel fibre additions in concrete [J].
Guo, H ;
Qian, C ;
Zhao, X ;
Lu, J ;
Stroeven, P .
MAGAZINE OF CONCRETE RESEARCH, 1999, 51 (01) :65-69
[3]  
MCCARTHY GJ, 1987, S FLY ASH COAL CONV, V4
[4]  
MCGOWAN JK, 1954, AUST J APPL SCI, V5, P94
[5]   Effects of alkali-resistant glass fiber reinforcement on crack and temperature resistance of lightweight concrete [J].
Mirza, FA ;
Soroushian, P .
CEMENT & CONCRETE COMPOSITES, 2002, 24 (02) :223-227
[6]  
PAVLENKO SI, 1994, MATER STRUCT, V27, P125
[7]   Properties of polypropylene fiber reinforced silica fume expansive-cement concrete [J].
Toutanji, HA .
CONSTRUCTION AND BUILDING MATERIALS, 1999, 13 (04) :171-177
[8]   Reduction in alkali-silica expansion due to steel microfibers [J].
Turanli, L ;
Shomglin, K ;
Ostertag, CP ;
Monteiro, PJM .
CEMENT AND CONCRETE RESEARCH, 2001, 31 (05) :825-827