Design of spun concrete columns reinforced by high-strength steel bars

被引：0
|
作者：
Kliukas, Romualdas [1 ]
机构：
[1] Vilnius Gediminas Tech Univ, LT-10223 Vilnius, Lithuania
来源：
9TH INTERNATIONAL CONFERENCE: MODERN BUILDING MATERIALS, STRUCTURES AND TECHNIQUES, VOLS 1-3 | 2008年
关键词：
spun concrete; high-strength steel; columns; tubular structures;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The expediency of using precast spun concrete columns and other members of annular cross sections reinforced by high-strength steel bars is discussed. Test material properties, efficiency factors and ultimate compressive stresses of plain and reinforced concrete specimens are presented. Modeling of a bearing capacity of eccentrically loaded members of annular cross sections are based on the concepts of bending with an axial force and compression with a bending moment. The comparison of modeling and test data of axially and eccentrically loaded members is analysed.
引用
收藏
页码：648 / 653
页数：6
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