Application of ANSYS Program in Ductility Analysis of Reinforced Concrete Frame Structure with Specially-Shaped Columns

Abstract:

In this paper, the writer analyzed a three-ply reinforced concrete frame structure with specially shaped columns through compiling a program by finite elements program of ANSYS. The results of simulated approached to experimental dates by comparison them. Which mean that use ANSYS program simulated ductility performance of reinforced concrete frame structure with specially shaped columns under reversed cyclic load is feasible. The simulation reflected the ductility of reinforced concrete frame structure, in which from load-on till destruction is perfectly.

• Periodical: Applied Mechanics and Materials (Volumes 215-216)
• Pages: 1118-1121
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.215-216.1118
• Online since: November 2012
• Authors: Kai Bin Wang, Chun An You, Li Min Xin
• Keywords: ANSYS Program, Ductility, Finite Element, Frame Structure with Specially Shaped Columns, Reinforced Concrete (RC), Reversed Cyclic Load

References

[1] MIingdong Wang. Experimental study and elastic-plastic analysis of seismic performance of reinforced concrete columns framework [D] Doctoral dissertation of Tianjin University,2006,5.In Chinese

[2] Xinzheng Lu,Jianjing Jiang. The complexity of the concrete component stress analysis using ANSYS SOLID65 unit [J]. Building structure,2003,(6) In Chinese

[3] Kaibin Wang.Ductility performance of reinforced concrete frame structure with specially-Shaped columns,[D]. Master Dissertation of Anhui University Of Science And Technology，2008.6. In Chinese

DOI: 10.1109/mace.2011.5987639