STRESS-STRAIN RESPONSE OF REINFORCED CONCRETE MEMBER SUBJECTED TO AXIAL TENSION

被引：0
|
作者：
Girdzius, Rokas [1 ]
Kaklauskas, Gintaris [1 ]
Zamblauskaite, Renata [1 ]
机构：
[1] Vilnius Gediminas Tech Univ, Dept Bridges & Special Struct, LT-10223 Vilnius, Lithuania
来源：
TECHNOLOGICAL AND ECONOMIC DEVELOPMENT OF ECONOMY | 2007年 / 13卷 / 02期
关键词：
concrete; stress-strain response; axial force; cracking;
D O I：
10.3846/13928619.2007.9637784
中图分类号：
F [经济];
学科分类号：
02 ;
摘要：
This paper discusses the load and deflection relationship of reinforced concrete members subjected to axial tension. A new tension stiffening relationship depending on tensile strength of concrete, reinforcement ratio, and the ratio of modulus of elesticity of steel and concrete has been proposed. The results obtained were compared with the numerical test data and the formulas proposed by other authors.
引用
收藏
页码：109 / 113
页数：5
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