Compressive strength prediction of hollow concrete block masonry prisms

被引：1
|
作者：
Ramamurthy, K [1 ]
Sathish, V [1 ]
Ambalavanan, R [1 ]
机构：
[1] Indian Inst Technol, Bldg Technol & Construct Management Div, Madras, Tamil Nadu, India
来源：
ACI STRUCTURAL JOURNAL | 2000年 / 97卷 / 01期
关键词：
compressive strength; concrete blocks; masonry; mortars (material); prisms; tests;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper discusses the results of a systematic experimental investigation on 306 stretcher bonded concrete hollow block masonry prisms under axial compression for the influence of the block-mortar strength combinations, block geometry, height to thickness ratio (h/t) of block, mortar bedding, ann thickness of mortar joint. The test results are then used to derive a prediction relation for a rational assessment of the compessive strength of masonry prisms.
引用
收藏
页码：61 / 67
页数：7
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