Factors influencing compressive strength of concrete masonry prisms

被引：39

作者：

Khalaf, FM

机构：

[1] Dept. of Civ. and Transp. Eng., Napier University, Edinburgh

来源：

MAGAZINE OF CONCRETE RESEARCH | 1996年 / 48卷 / 175期

关键词：

D O I：

10.1680/macr.1996.48.175.95

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper presents the results of an experimental investigation on blockwork masonry prisms to study the effect on their compressive strength and behaviour of the following factors: (a) concrete infill and mortar strengths, (b) specimen height-to-thickness ratio, (c) specimen length-to-thickness ratio; (d) mortar joint thickness, (e) bond between the block and concrete infill.

引用

页码：95 / 101

页数：7