Numerical Simulation of Joint between Concrete-Filled Square Steel Tubular Column and Steel Beam on Seismic Behavior

Abstract:

A type of joint between Concrete-filled Square Steel Tube columns and steel beam is proposed in this paper, Based on joint experiment, appropriate material stress-strain relations and failure criteria are proposed, numerical simulation by finite element program is conducted under monotonic and cyclic loading and the seismic behavior of the joints under low-reversed cyclic loading is researched. Through the data contrast, it is proved that this type of joint has nice seismic behavior.

• Periodical: Applied Mechanics and Materials (Volumes 744-746)
• Pages: 207-210
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.744-746.207
• Online since: March 2015
• Authors: Nan Li*, Dong Ning Zhang
• Keywords: Energy Dissipation, Hysteretic Curve, Joint, Numerical Simulation, Seismic Behavior

References

[1] Linhai Han: Modern Concrete-Filled Steel Tubular Structure Technology, edited by China Architecture and Building Press, (2007).

[2] Linhai Han: Advanced composite and Mixed structure Testing, Theory and Design Approach, Science press, china, (2009).

[3] Lianguang Wang, Steel Reinforced Concrete-Filled Glass Fiber Reinforced Polymer or Steel Tubular Structure, Liaoning Science and Technology Publishing House, (2013).

[4] Jian Cai， Xinzhi Zheng, Journal of Building Structures, Vol. 35 No. 3, (2014).

[5] Jing Zhao, Engineering Application of Finite Element Analysis on ANSYS, Metallurgical Industry Press, (2014).

[6] Specification of Testing Method for Earthquake Resisting Building（JGJ101）edited by China Architecture and Building Press(1997).