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

Yin Xiaodong; Li Qinggang; Wang Qingli

doi:10.13204/j.gyjz201303006

Volume 43 Issue 3

Dec. 2014

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Yin Xiaodong, Li Qinggang, Wang Qingli. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR BEAM-COLUMN(Ⅱ): MECHANISM ANALYSIS AND LOAD BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 30-35,7. doi: 10.13204/j.gyjz201303006

Citation:

Yin Xiaodong, Li Qinggang, Wang Qingli. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR BEAM-COLUMN(Ⅱ): MECHANISM ANALYSIS AND LOAD BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 30-35,7. doi: 10.13204/j.gyjz201303006

Citation:

Yin Xiaodong, Li Qinggang, Wang Qingli. STATIC PERFORMANCE OF THE HIGH-PERFORMANCE CONCRETE FILLED STEEL TUBULAR BEAM-COLUMN(Ⅱ): MECHANISM ANALYSIS AND LOAD BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 30-35,7. doi: 10.13204/j.gyjz201303006

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

doi: 10.13204/j.gyjz201303006

1.
1. Liaoning Jinshan Steel Structure Painting Board Engineering Co.Ltd,Anshan 114100,China;
2.
2. Liaoning Provincial Building Design and Research Institute,Shenyang 110005,China;
3.
3. College of Civil Engineering,Shenyang Jianzhu University,Shenyang 110168,China

Received Date: 2012-10-30
Publish Date: 2013-03-20

Abstract

Abstract

Distributions of stresses and strains of steel tube and concrete for high-performance concrete filled steel tubular beam-column were investigated.Study on interaction forces between steel tube and concrete indicated that confinement force located at compressive region was bigger than other locations for circular specimens,while the interaction force located at corners were the biggest ones for the square specimens.All of the specimens had the biggest interaction forces on the compressive region at the mid-height cross-section.Adhesive strength and loading path had little influence on the static performances of the specimens.Calculation formula of load bearing capacity for the normal concrete filled steel tubular beam-column is also suitable for the high-performance concrete filled steel tubular beam-columns.There are no essential differences between the high-performance concrete filled steel tubular beam-columns and the normal concrete filled steel tubular beam-columns in aspect of static performance.
- concrete filled steel tube,
- high-performance concrete,
- beam-column,
- static performance,
- mechanism analysis,
- load bearing capacity

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References(7)

References

尹晓东,李庆刚,王庆利.钢管高性能混凝土压弯构件的静力性能(Ⅰ):试验研究及有限元模拟[J].工业建筑,2013,43(3):24－29.

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

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

[4] 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.

[5] 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.

[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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