Shrinkage of Hong Kong granite aggregate concrete

被引:10
作者
Kwan, A. K. H. [1 ]
Au, F. T. K. [1 ]
Wong, H. H. C. [1 ]
Ng, P. L. [1 ]
机构
[1] Univ Hong Kong, Dept Civil Engn, Hong Kong, Hong Kong, Peoples R China
关键词
STATISTICAL EXTRAPOLATION; DRYING SHRINKAGE; PARAMETERS;
D O I
10.1680/macr.2008.62.2.115
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the design of many concrete structures, it is important to assess the amount of shrinkage that could occur because shrinkage could lead to extensive cracking or substantial prestress loss. A number of shrinkage models have been developed all over the world but they differ widely from each other, indicating that the shrinkage of concrete is dependent on the characteristics of the materials used and the local conditions. Early experimental studies in Hong Kong suggested that the shrinkage of Hong Kong concrete is considerably larger than that estimated using shrinkage models developed elsewhere. This is probably due to the local granite aggregate used. In order to resolve this problem and develop a shrinkage model for Hong Kong, a comprehensive testing programme using fibre-optic strain gauges to measure the shrinkage strain was launched. The shrinkage measurement lasted over 3.5 years and covered concrete mixes with and without pulverised fuel ash added and with paste volume varying from 30 to 40%.
引用
收藏
页码:115 / 126
页数:12
相关论文
共 24 条
[1]  
ALEXANDER M, 2005, AGGREGATES CONCRETE, P223
[2]  
[Anonymous], 1998, 209R92 ACI, P209
[3]  
[Anonymous], 199211 BSI BS EN
[4]   Drying, moisture distribution, and shrinkage of cement-based materials [J].
Ayano, T ;
Wittmann, FH .
MATERIALS AND STRUCTURES, 2002, 35 (247) :134-140
[5]   Shrinkage of concrete stored in natural environments [J].
Barr, B ;
Hoseinian, SB ;
Beygi, MA .
CEMENT & CONCRETE COMPOSITES, 2003, 25 (01) :19-29
[6]  
BAZANT ZP, 1987, ACI MATER J, V84, P83
[7]  
BAZANT ZP, 1987, ACI MATER J, V84, P20
[8]  
BETON C.E.-I. D., 1993, CEB-FIP model code 1990: Design code
[9]   Influence of key parameters on drying shrinkage of cementitious materials [J].
Bissonnette, B ;
Pierre, P ;
Pigeon, M .
CEMENT AND CONCRETE RESEARCH, 1999, 29 (10) :1655-1662
[10]  
BLOOM R, 1995, ACI MATER J, V92, P211