An efficient method for the static deflection analysis of an infinite beam on a nonlinear elastic foundation of one-way spring model-Reference-Cited by-同舟云学术

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An efficient method for the static deflection analysis of an infinite beam on a nonlinear elastic foundation of one-way spring model

Published:2014-09-08 Issue:7 Volume:12 Page:963-970
ISSN:1744-5302
Container-title:Ships and Offshore Structures
language:en
Short-container-title:Ships and Offshore Structures

Author:

Ahmad Fayyaz¹,Ullah Malik Zaka²,Jang Taek Soo³,Alaidarous Eman S²

Affiliation:

1. Dept. de Física i Enginyeria Nuclear, Universitat Politècnica de Catalunya, Comte d’Urgell 187, Barcelona, Spain

2. Dept. of Mathematics, King Abdulaziz University, Jeddah, Kingdom of Saudi Arabia

3. Dept. of Naval Architecture and Ocean Engineering, Pusan National University, Busan 609-735, Republic of Korea

Funder

MEC

Ministry of Education

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/17445302.2014.956381

Reference24 articles.

1. An Efficient Higher-Order Quasilinearization Method for Solving Nonlinear BVPs

2. Analysis of elastic beams on nonlinear foundations

3. Existence and uniqueness of nonlinear deflections of an infinite beam resting on a non-uniform nonlinear elastic foundation

4. A numerical approach to nonlinear two-point boundary value problems for ODEs

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2. Solvability of Coupled Systems of Generalized Hammerstein-Type Integral Equations in the Real Line;Mathematics;2020-01-10

3. Controlling lateral buckling of subsea pipeline with sinusoidal shape pre-deformation;Ocean Engineering;2018-03

4. General analysis of stressed beams on elastic foundation subjected to discontinuous loads;Ships and Offshore Structures;2016-05-31

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