The Foundation of Nonlinear Finite Element Model

Bing Wang; Xiao Liu; Bai Dong Zhao

doi:10.4028/www.scientific.net/AMM.580-583.3075

Paper Titles

Numerical Simulation of Flow around High-Rise Buildings Based on Reynolds Stress Model
p.3057

Reconstruction of Shallow Shells for Increase Bearing Capacities and Operating Characteristics
p.3062

Study on Reduced Order Model in Large-Span Roof Vibration under Wind Actions
p.3066

The Coupling of Pseudo-Spectral Method and Domain Decomposition Method for the Elastostatic Problem
p.3071

The Foundation of Nonlinear Finite Element Model
p.3075

Properties and Moving Time Average for Lévy Walks with Power-Law Waiting-Time Distributions
p.3079

The Scattering of Circular Cylindrical Cavity with Time-Harmonic SH Waves in Infinite Strip Region
p.3083

Numerical Simulation of the Wind Load on the Mast at Different Wind Angles
p.3089

MIDAS-Based Finite Element Analysis of the Short Line Method of the Precast Segmental Bridge Construction
p.3093

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583The Foundation of Nonlinear Finite Element Model

The Foundation of Nonlinear Finite Element Model

Abstract:

This paper introduces the process of the nonlinear finite element model which is established by using ABAQUS software, and introduces the characteristics of ABAQUS software, meanwhile, lists the constitutive relation of steel pipe, steel and concrete, finally introduces some experimental model.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

3075-3078

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.3075

Citation:

Cite this paper

Online since:

July 2014

Authors:

Bing Wang, Xiao Liu*, Bai Dong Zhao

Keywords:

Constitutive Relation, Finite Element Mode, Steel Tube Filled with Steel Reinforced Concrete Column

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* - Corresponding Author

References

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