THE STRESS-STRAIN RELATIONSHIP OF CONCRETE

被引：0
|
作者：
SCHNEEBERGER, H
机构：
[1] University of Erlangen-Nuernberg, Nuernberg 1, W-8500
来源：
MATERIALS AND STRUCTURES | 1994年 / 27卷 / 166期
关键词：
D O I：
10.1007/BF02472826
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A recent publication presented a formula for the stress-strain relationship of concrete under short-term loading. The parameters of that formula are shown here to be functions of the compressive cube strength f(c.cube) (formerly W). Also, the parameter beta is independent of W and is a universal constant of concrete.
引用
收藏
页码：91 / 98
页数：8
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