Nonlinear Finite Element Analysis of the Ultimate Bearing Capacity of the Arch Plate Based on the ABAQUS

Si Hua Deng; Han Jin

doi:10.4028/www.scientific.net/AMM.501-504.2504

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Hybrid Boundary Node Method for Analysis of 3D Thin Structure
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Stress and Failure Analysis for Pure Bending Tubes of Cylindrically Orthotropic Composite
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The Analysis of Mechanical Properties for the Laminated Curved Plate Vibration Isolation Element
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Nonlinear Finite Element Analysis of the Ultimate Bearing Capacity of the Arch Plate Based on the ABAQUS
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Inelastic Shear Buckling Strength of Low-Yield-Point Steel Shear Wall
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Elastic Fields of Interacting Elliptical Inhomogeneities for Two-Dimensional Problems Based on the Equivalent Inclusion Method
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Differential Transform Method for the Brooks - Corey Model
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Study on the Conversion of GOCAD Models to FLAC3D Models
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Nonlinear Finite Element Analysis of the Ultimate...

Nonlinear Finite Element Analysis of the Ultimate Bearing Capacity of the Arch Plate Based on the ABAQUS

Abstract:

In this paper, nonlinear analysis of arch plate ultimate bearing capacity and the process of nonlinear ultimate failure were conducted by ABAQUS finite element software. The numerical failure simulation of steels, arch plate under different external loads and the separation of concrete as well as the whole slippage of concrete were operated. A reference for the further design calculations of reinforced concrete arch plate structure is provided as well.

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Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

2504-2508

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.2504

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Online since:

January 2014

Authors:

Si Hua Deng, Han Jin*

Keywords:

Arch Plate, Nonlinear Reinforced Concrete, Ultimate Load Failure

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