Finite Element Simulation of RC Beams and Columns

Hai Tao Wan; Chao Yan

doi:10.4028/www.scientific.net/AMM.170-173.3529

Paper Titles

Numerical Simulation on Strengthening Supporting Mechanism and Effect of Anchor-Cables in Deep Coal Mine Roadway
p.3512

Computer Simulation of Temperature Field for Be/HR-1 Stainless Steel by Diffusion Bonding
p.3516

A Non-Rigid Image Registration Algorithm Based on NURBS
p.3521

Simulation Research of Slip Flow in Superhydrophobic Surface
p.3525

Finite Element Simulation of RC Beams and Columns
p.3529

Simulation Study on Main Affect Factors to the Evacuation Corridor
p.3533

Research on Design and Simulation of Four-Bar Linkage Mechanism of Hydraulic Support Based on Virtual Prototype Technology
p.3539

Theoretical Study and CFD Simulation of Airflow Distribution through a Cold Store
p.3543

Computational Fluid Dynamics Simulation about the Impact of Products on a Cold Store
p.3550

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Finite Element Simulation of RC Beams and Columns

Finite Element Simulation of RC Beams and Columns

Abstract:

Reinforced concrete (RC) frame structure is one type of building structure which is widely used in China. Damage of some reinforced concrete frame structures under the earthquake is caused by the damage of beams and columns, so beams and columns are essential seismic members. However, the test datum are not enough to study the performance of RC beams and columns , Therefore, Finite element simulation of RC beams and columns is performed by software ABAQUS in the paper. Through comparing with the finite element simulation and the test of load - displacement skeleton curve, failure mode and steel bar strain, the result shows that the finite element simulation can more accurately simulate the situation of the test and verifies the finite element simulation is the most important research tool besides test.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 170-173)

Pages:

3529-3532

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.170-173.3529

Citation:

Cite this paper

Online since:

May 2012

Authors:

Hai Tao Wan, Chao Yan

Keywords:

Beam, Column, Failure Mode, Finite Element (FE) Simulation, Skeleton Curves

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] S. H. Ahmad and R. Barker: ACI Structural Journal, vol.88(1)(1991), pp.67-77.

Google Scholar

[2] I.K. Fang, C.S. Wang and K.L. Hong: ACI Structural Journal, vol.91 (1) (1994), pp.10-18.

Google Scholar

[3] M.J. Chajes, T.F. Januska and D.R. Mertzd: ACI Structural Journal, vol.92 (3) (1995), pp.295-303.

Google Scholar

[4] B.Q. Liu, G.L. Bai and G.J. Zhang: China Civil Engineering Journal, vol.38 (l) (2005), pp.45-50.

Google Scholar

[5] J. Thomsen and J. Wallace: ACI Structural Journal, vol.91 (5) (1994), pp.605-615.

Google Scholar

[6] Y. Xiao and A. Martirossyan: Journal of Structural Engineering, vol.124 (3) (1998), pp.241-251.

Google Scholar

[7] ABAQUS Inc: ABAQUS User Manual, (2007).

Google Scholar

[8] Y.P. Shi and Y.R. Zhou: Finite Element Analysis and Example Explanation of ABAQUS, (China Machine Press, 2006), In Chinese.

Google Scholar

[9] J.J. Jiang, X.Z. Lu and L.P. Ye: Finite Element Analysis of Concrete Structures, (Tsinghua University Press, 2005), In Chinese.

Google Scholar

[10] J. LEE and G.L. FENVES: J. Eng. Mechanics, vol.124 (8) (1998), pp.892-900.

Google Scholar