SIZE EFFECT OF CONCRETE PRISMATICAL COMPRESSIVE STRENGTH

被引:0
|
作者
Su, Jie [1 ]
Fang, Zhi [1 ]
机构
[1] Hunan Univ, Coll Civil Engn, Changsha 410082, Peoples R China
关键词
Size effect; Prismatical compressive strength; Concrete;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
An experimental investigation is reported into the size effect for prismatical compressive strength from 108 concrete prism specimens under axial loading and with three different kinds of dimensions of 100mmx100mmx300mm, 150mmx150mmx300mm, 200mmx200mmx400mm. Such parameters as strength grade of concrete, reinforcement ratio and aggregate composition are taken into consideration. Three different strength grades of concrete, three different aggregate composition and two different reinforcement ratio are included in those specimens, all tests are undertaken according to ASTM C 39/C 39M-2005. Based on the results obtained, a new size effect law for different kinds of concrete in prismatical compressive strength is suggested and those relative parameters on the size effect are discussed.
引用
收藏
页码:1843 / 1847
页数:5
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