NUMERICAL SIMULATION FOR SRHPC FRAME AND PARAMETERS ANALYSIS

Li Lei; Zheng Shansuo; Deng Guozhuan; Wang Bin; Wang Wei

doi:10.13204/j.gyjz201005026

Volume 40 Issue 5

Dec. 2014

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Li Lei, Zheng Shansuo, Deng Guozhuan, Wang Bin, Wang Wei. NUMERICAL SIMULATION FOR SRHPC FRAME AND PARAMETERS ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 124-128,132. doi: 10.13204/j.gyjz201005026

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NUMERICAL SIMULATION FOR SRHPC FRAME AND PARAMETERS ANALYSIS

doi: 10.13204/j.gyjz201005026

1.
Xi’an University of Architecture &Technology,Xi’an 710055,China

Received Date: 2009-12-25
Publish Date: 2010-05-20

Abstract

Abstract

The finite element (FE) modeling method for steel reinforced high performance concrete (SRHPC) composite structure taking account of the interfacial bond-slip is proposed in this research. A comparison between FE results and test results validates the accuracy of the proposed method. The SRHPC structure is numerically analyzed by varying the design parameters，such as axial compression ratio，concrete strength，steel ratio and steel strength.The influence of these parameters on structural performance is discussed. The results show that structural performance is sensitive to steel strength. Bearing capacity and deformation capacity can be effectively improved as steel strength increases. The axial load has negative influence on the structural deformation capacity. However，if axial compression ratio is less than 0.4，the structural bearing capacity increases to some extent ration. If axial compression ratio is larger than 0.4，the structural performance，especially the negative stiffness，decreases rapidly as axial compression ratio increases.
- SRC frame,
- high performance concrete,
- finite element,
- axial compression ratio

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References(8)

References

Enrico Spacone and Sherif El-Tawil. Nonlinear Analysis of Steel-Concrete Composite Structures: State of the Art [J]. Journal of Structural Engineering,2004,130(2) : 159-168.

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[3] 郑山锁,邓国专,杨勇. 型钢混凝土结构粘结滑移性能试验研究[J]. 工程力学,2003,20(5) : 63-69.

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沈阳化工大学材料科学与工程学院沈阳 110142

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