A new semi-analytical approach to large deflections of Bernoulli–Euler-v. Karman beams on a linear elastic foundation: Nonlinear analysis of infinite beams-Reference-Cited by-同舟云学术

A new semi-analytical approach to large deflections of Bernoulli–Euler-v. Karman beams on a linear elastic foundation: Nonlinear analysis of infinite beams

Published:2013-01 Issue: Volume:66 Page:22-32
ISSN:0020-7403
Container-title:International Journal of Mechanical Sciences
language:en
Short-container-title:International Journal of Mechanical Sciences

Author:

Jang T.S.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Civil and Structural Engineering

Reference26 articles.

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4. Deflection of non-uniform beams resting on a nonlinear elastic foundation;Kuo;Comput Struct,1994

5. Finite element procedures for nonlinear structures in moving coordinates. Part II: Infinite beam under moving harmonic loads;Nguyen;Comput Struct,2008

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