Strength of biaxially loaded high strength reinforced concrete columns

被引：9

作者：

Dundar, Cengiz ^{[2
]}

Tokgoz, Serkan ^{[1
]}

机构：

[1] Mersin Univ, Fac Civil Engn, Mersin, Turkey

[2] Cukurova Univ, Fac Engn & Architecture Civil, Adana, Turkey

来源：

STRUCTURAL ENGINEERING AND MECHANICS | 2012年 / 44卷 / 05期

关键词：

high strength concrete column; ultimate strength; stress-strain relationship; slenderness effect; MODEL; DESIGN; TESTS;

D O I：

10.12989/sem.2012.44.5.649

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

An experimental research was conducted to investigate the strength of biaxially loaded short and slender reinforced concrete columns with high strength concrete. In the study, square and L-shaped section reinforced concrete columns were constructed and tested to obtain the load-deformation behaviour and strength of columns. The test results of column specimens were analysed with a theoretical method based on the fiber element technique. The theoretical ultimate strength capacities and the test results of column specimens have been compared and discussed in the paper. Besides this, observed failure mode and experimental and theoretical load-lateral deflection behaviour of the column specimens are presented.

引用

页码：649 / 661

页数：13

共 26 条

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