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2013 A Numerical Approach to Static Deflection Analysis of an Infinite Beam on a Nonlinear Elastic Foundation: One-Way Spring Model
Jinsoo Park, Hyeree Bai, T. S. Jang
J. Appl. Math. 2013(SI11): 1-10 (2013). DOI: 10.1155/2013/136358

Abstract

A numerical procedure proposed by Jang et al. (2011) is applied for the numerical analyzing of static deflection of an infinite beam on a nonlinear elastic foundation. And one-way spring model is used for the modeling of fully nonlinear elastic foundation. The nonlinear procedure involves Green’s function technique and an iterative method using the pseudo spring coefficient. The workability of the numerical procedure is demonstrated through showing the validity of the solution and the convergence test with some external loads.

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Jinsoo Park. Hyeree Bai. T. S. Jang. "A Numerical Approach to Static Deflection Analysis of an Infinite Beam on a Nonlinear Elastic Foundation: One-Way Spring Model." J. Appl. Math. 2013 (SI11) 1 - 10, 2013. https://doi.org/10.1155/2013/136358

Information

Published: 2013
First available in Project Euclid: 14 March 2014

zbMATH: 1319.74013
MathSciNet: MR3045430
Digital Object Identifier: 10.1155/2013/136358

Rights: Copyright © 2013 Hindawi

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Vol.2013 • No. SI11 • 2013
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