Study on Actual Finite Element Analysis of Steel Structure

Qun Wei; Hua Jiang; Cheng Shan Peng

doi:10.4028/www.scientific.net/AMM.501-504.538

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Study on Actual Finite Element Analysis of Steel...

Study on Actual Finite Element Analysis of Steel Structure

Abstract:

Due to the limitation conditions of computer hardware in the past, the structure members need to be simplified in order to save the computing resources during the finite element analysis (FEA). During FEA of Steel joints, the simplified model is considered as hinge joint, rigid joint or half-rigid joint, which is different with the actual force. With the improvement of computer technology and hardware, actual finite element analysis method (AFEA) is proposed in consider of influence of actual model, welding, plate size and bolts, which is a more acceptable method in Precision compared with last.

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Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

538-542

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.538

Citation:

Cite this paper

Online since:

January 2014

Authors:

Qun Wei, Hua Jiang*, Cheng Shan Peng

Keywords:

Actual FEM Analysis Model, Hinge Joint Model, Simplified Model, Steel Structure

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* - Corresponding Author

References

[1] R.W. Clough. The Finite Element In Plane Stress An Analysis[C]. Proc. 2nd ASCE Conf. On Electronic Computation, Pittsburgh, Pa., Sept. (1960).

Google Scholar

[2] Wang Zhiguo. Essence of Finite Element Modeling [C]. CCTAM, (2005).

Google Scholar

[3] EC3，Design of steel structures，Part 1. European Committee for Standardization[S]/CEN, Brussels, (1992).

Google Scholar

[4] Wei Qun, Zhao Yike. Study on Finite Element Analysis of the Steel Joints of Welding Element [J]. Journal of North China Institute of Water Conservancy and Hydroelectric Power, 2010, 31(6): 6-10.

Google Scholar

[5] Lin Li. Research on Dynamic Simulation of the Container Gantry Crane based on Virtual Prototype Technology [D]. Shanghai Maritime University, (2007).

Google Scholar

[6] Qun Wei. Hua Jiang. etc. A Study on the 3D Fine Model of A Large-scale and Complicated Steel Truss Bridge, architecture and building materials[J], 2011, 99-100: 383-387.

DOI: 10.4028/www.scientific.net/amm.99-100.383

Google Scholar

[7] Hua Jiang. Qun Wei. etc. Study of Dynamic Visual Query Demonstration System for Steel Bridge Constructing Process, architecture and building materials[J], 2011, 99-100: 177-180.

DOI: 10.4028/www.scientific.net/amm.99-100.177

Google Scholar

[8] Jiang Hua, Wei Qun, Jiao Tao, Yan Bin. Seismic Behavior Analysis of Steel Moment Frames with Opening on Beam Web [J]. Journal of Henan Polytechnic University [J]. 2008, 27: 333-338.

Google Scholar

[9] Jiang Hua. Study on the Seismic Performance of Steel Rigid Connection Frame of Weak Beam [D]. Xi'an University of Science and Technology, (2006).

Google Scholar