The Numerical Analysis of Ultimate Efficiency for Vertically Loaded Anchors

Yan Jun Tang; Bao Dong Shao; He Ming Cheng; Ying He

doi:10.4028/www.scientific.net/AMM.444-445.1077

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 444-445The Numerical Analysis of Ultimate Efficiency for...

The Numerical Analysis of Ultimate Efficiency for Vertically Loaded Anchors

Abstract:

The purpose of this article is to deepen the understanding and knowing for the limited efficiency of bearing of plate anchors by means of the calculation of the ultimate holding capacity (UPC) of plate anchors with different shapes. In the process of calculation of UPC, the commercial software MARC is employed. The soil is assumed to be elastic-perfect plastic with yield determined by the VON MISES condition. And displacement constraints are imposed and the corresponding ultimate anti-force can be determined. Then the ultimate bearing efficiency of anchor plates with different shapes can be obtained.

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Periodical:

Applied Mechanics and Materials (Volumes 444-445)

Pages:

1077-1081

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.444-445.1077

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Online since:

October 2013

Authors:

Yan Jun Tang, Bao Dong Shao, He Ming Cheng, Ying He

Keywords:

Finite Element Method (FEM), Plate Anchor, Three-Dimensional Model, Ultimate Holding Capacity

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