Effect of Specimen Size and Shape on the Compressive Strength of High Strength Concrete

被引：0

作者：

Malaikah, Alaa S. ^{[1
]}

机构：

[1] King Saud Univ, Coll Engn, Civil Engn Dept, POB 800, Riyadh 11421, Saudi Arabia

来源：

PERTANIKA JOURNAL OF SCIENCE AND TECHNOLOGY | 2005年 / 13卷 / 01期

关键词：

High strength concrete; compressive strength; size effect; shape effect;

D O I：

暂无

中图分类号：

O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];

学科分类号：

07 ; 0710 ; 09 ;

摘要：

The influence of specimen size and shape on the measured compressive strength was investigated for different high strength concrete mixes. Over 260 specimens from 30 high strength concrete mixtures were cast and tested. It was found, that on average, the ratio of the compressive strength of 150 x 300 mm cylinders to 150 mm cubes was 0.80; while for 100 x 200 mm cylinders to 150 mm cubes was 0.93. Also, on average, the ratio of the compressive strength of 150 x 300 mm cylinders to 100 x 200 mm cylinders was 0.86.

引用

页码：87 / 96

页数：10

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