Application of pseudo-parameter iteration method to nonlinear deflection analysis of an infinite beam with variable beam cross-sections on a nonlinear elastic foundation

Author:

Lee Chiseung,Hwang Yun Gyeong,Jang T.S.

Funder

Ministry of Science, ICT and Future Planning

National Research Foundation of Korea

Ministry of Education

Publisher

Elsevier BV

Reference13 articles.

1. Analysis and optimization against buckling of beams interacting with elastic foundation. Mechanics Based Design of Structures and Machines;Banichuk,2018

2. Response of an infinite beam resting on the tensionless Winkler foundation subjected to an axial and a transverse concentrated loads. European Journal of Mechanics-A/Solids;Zhang,2019

3. Theoretical method for an elastic infinite beam resting on a deformable foundation with a local subsidence;Liang;Comput. Geotech.,2020

4. Analytical Solution for Vibration of Functionally Graded Beams with Variable Cross-Sections Resting on Pasternak Elastic Foundations. International Journal of Mechanical Sciences;Li,2021

5. Nonlinear Stability and Vibration of Imperfect CNTs by Doublet Mechanics. Applied Mathematics and Computation;Eltaher,2020

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