The Solution of Axial Symmetry Elastic Plates on a Bossinesq Subgrade with Displacement Variational Principles

You Kai Wang; En Wang; Wei Min Liang

doi:10.4028/www.scientific.net/AMM.90-93.2347

Paper Titles

The Analysis of the Post Anchorage Foundation of a Certain Bridge with Double Layer Arch Tower
p.2323

Deformation Memory Effect Identification Using Fractal Dimension in the Stress Region above Crack Initiation Threshold
p.2332

Reinforcement with Rockbolts in Underground Powerhouse Excavation Using DDA Method
p.2339

The Field Test Study of Interaction between Structure and Foundation
p.2343

The Solution of Axial Symmetry Elastic Plates on a Bossinesq Subgrade with Displacement Variational Principles
p.2347

The Solution of Non-Axisymmetric Problems in Transversely Isotropic Elastic Subgrade with Laplace Transform
p.2353

The 3-D Finite Element Numerical Analysis of Composite Soil Nailing Walls in the Foundation Pit Engineering
p.2358

Model Test Study on Influences of Layered Rock Mass Dip Angle on Stability of Deep-Buried Tunnel
p.2363

Three Dimensional Numerical Analysis of Deformation and Stability of Zone II of Xiazanri Slope Deposit
p.2372

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93The Solution of Axial Symmetry Elastic Plates on a...

The Solution of Axial Symmetry Elastic Plates on a Bossinesq Subgrade with Displacement Variational Principles

Abstract:

The contact stress between subgrade and subgrade plate was regarded as external force to subgrade. The circular subgrade is divided into rings, and supposing that the contact stress on rings is exerted on elastic subgrade sequentially. The potential energy functions of Bossinesq subgrade are derived by using superposition theorem and Bossinesq solution of elastic mechanics. The potential energy functions were given for the whole system of subgrade, subgrade plate and external forces. The displacement and stress state can be calculated with the principle of minimum potential energy through the potential energy function of the whole system.

You might also be interested in these eBooks

Advances in Civil Engineering, ICCET 2011

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

2347-2352

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.2347

Citation:

Cite this paper

Online since:

September 2011

Authors:

You Kai Wang, En Wang, Wei Min Liang

Keywords:

Axial Symmetry Elastic Subgrade Plate, Bossinesq Subgrade Model, Displacement Variational Principles, Superposition Theorem, Winkler Subgrade Model

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Jones R, Mazumdar J: Journal of Applied Mechanics. Vol.47(1980) , p.19l

Google Scholar

[2] Girija Vallabhan CV, Thomas Straughan W, Das Y C. Journal of Engineering Mechanics. Vol.117(1991), p.2830

Google Scholar

[3] Yang T Y.: Computers & Structures. Vol.2(1972) , p.593

Google Scholar

[4] Sheng Yao, Huang Yi: Applied Mechanics and Mechanics. Vol. 8(1987), p.317 (in Chinese)

Google Scholar

[5] Cui Yi, Jiang Xinliang: Rock and Soil Mechanics. Vol.24(2003) , p.565 (in Chinese)

Google Scholar

[6] Wang Zhaoqing, Feng Wei: Advances in Mechanics. Vol.34(2004), p.437 (in Chinese)

Google Scholar

[7] Cao Guojin, Jiang Hongdao: Advances in Mechanics. Vol.32(2002) , p.526 (in Chinese)

Google Scholar

[8] Zhang Weixing , Pang Hui: Engineering Mechanics. Vol.17(2000) , p.138 (in Chinese)

Google Scholar

[9] Zeng Xiangyong, Zhangyao: Engineering Mechanics. Vol.25(2008) , p.196 (in Chinese)

Google Scholar

[10] Zhang Jianhui: Chinese Journal of Geotechnical Engineering. Vol.27(2005) , p.776 (in Chinese)

Google Scholar