钢管高性能混凝土轴压短柱的静力性能(Ⅱ):机理分析及承载力

王庆利; 李瑞霖; 李庆刚; 王月

doi:10.13204/j.gyjz201303002

钢管高性能混凝土轴压短柱的静力性能(Ⅱ):机理分析及承载力

doi: 10.13204/j.gyjz201303002

1.
1. 沈阳建筑大学土木工程学院,沈阳110168;
2.
2. 辽宁省建筑设计研究院,沈阳110005;
3.
3. 辽宁城市建设职业技术学院建筑工程系,沈阳110122

基金项目:

辽宁省工程建设地方标准编制计划项目(200708)

详细信息

作者简介:
王庆利,男,1972年出生,博士,教授. 电子信箱:ceqlwang@sjzu.edu.cn

中图分类号: TU398.9
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出版历程
- 收稿日期: 2012-10-30
- 刊出日期: 2013-03-20

STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR STUB COLUMN(Ⅱ): MECHANISM ANALYSIS AND LOAD BEARING CAPACITY

1.
1. College of Civil Engineering,Shenyang Jianzhu University,Shenyang 110168,China;
2.
2. Liaoning Provincial Building Design and Research Institute,Shenyang 110005,China;
3.
3. Department of Civil Engineering,Liaoning Urban Construction Technical College,Shenyang 110122,China

摘要

摘要: 研究钢管高性能混凝土轴压短柱中钢管和混凝土的应力、应变等的分布规律,发现圆试件中截面混凝土纵向应力在圆周方向均匀分布,而方试件中截面混凝土的纵向应力在弯角处最大。试件在受荷过程中,中截面钢管首先屈服,然后逐渐向试件两端发展。典型算例的分析结果表明,圆钢管对混凝土的约束作用好于方钢管的,圆钢管对混凝土沿圆周方向均匀约束,而方试件在截面弯角处的约束力最大。所有试件在中截面约束力最大。黏结强度对于试件的轴压承载力基本没有影响。普通钢管混凝土轴压短柱的承载力计算式同样适用于钢管高性能混凝土轴压短柱的承载力计算。钢管高性能混凝土轴压短柱与普通钢管混凝土轴压短柱在静力性能方面并无本质区别。
- 钢管混凝土 /
- 高性能混凝土 /
- 轴压短柱 /
- 静力性能 /
- 机理分析 /
- 承载力
Abstract: Distributions of stresses and strains of steel tube and concrete for high-performance concrete filled steel tubular stub column were investigated,it was found that longitudinal stress of concrete at mid-height cross-section distributed uniformly around the circumferential direction for the circular specimen,while longitudinal stress of concrete at mid-height cross-section located at corners was the biggest one for the square specimen.During loading process,steel tube at mid-height cross-section yielded firstly and then yield region developed gradually toward the two ends of the specimen.Analysis results of the typical calculations indicated that the circular steel tube could provide better confinement for concrete than the square steel tube,also,the circular steel tube confine the concrete uniformly around the circumferential direction while the confinement forces located at corners were the biggest ones for the square specimen.All of the specimens had the biggest confinement forces at the mid-height cross-section.Adhesive strength had little influence on the load bearing capacity of the specimens.Calculation formula of load bearing capacity for the normal concrete filled steel tubular stub column is also suitable for the high-performance concrete filled steel tubular stub column.There are no essential differences between the high-performance concrete filled steel tubular stub column and the normal concrete filled steel tubular stub column in aspect of static performance.
- concrete filled steel tube /
- high-performance concrete /
- axially compressed stub column /
- static performance /
- mechanism analysis /
- load bearing capacity

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参考文献(7)

[2] ABAQUS Explicit User Manual,Version 6.4[M]. Pawtucket(RI,USA): Hibbit,Karlsson and Sorensen,2002.

王庆利,侯婷婷,李庆刚,等.钢管高性能混凝土轴压短柱的静力性能(Ⅰ):试验研究及有限元模拟[J].工业建筑,2013,43(3):1－7.

[3] ABAQUS Theory Manual,Version 6.4[M]. Pawtucket (RI,USA): Hibbit,Karlsson and Sorensen,2002.

[4] 韩林海.钢管混凝土结构理论与实践[M].2版.北京:科学出版社,2006.

[5] Johansson M. Structural Behavior of Circular Steel-ConcreteComposite Columns: Non-Linear Finite Element Analyses andExperiments[D]. Goteborg,Sweden: Chalmers University ofTechnology. Div of Concrete Struct,2000.

[6] Han L H,Tao Z,Zhao X L. Tests and Mechanics Model forConcrete-Filled SHS Stub Columns,Columns and Beam-Columns[J]. Structural Engineering and Mechanics.2001,1(1):1－27.

[7] Han L H,Yao G H,Zhao X L. Behavior and Calculation onConcrete-Filled Steel CHS (Circular Hollow Section) BeamColumns[J]. Steel and Composite Structures,2004,4(3):169－188.

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