Multi-step transversal and tangential linearization methods applied to a class of nonlinear beam equations-Reference-Cited by-同舟云学术

Multi-step transversal and tangential linearization methods applied to a class of nonlinear beam equations

Published:2007-07 Issue:14-15 Volume:44 Page:4872-4891
ISSN:0020-7683
Container-title:International Journal of Solids and Structures
language:en
Short-container-title:International Journal of Solids and Structures

Author:

Viswanath Asha,Roy D.

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modelling and Simulation

Reference33 articles.

1. Stability limits for a clamped spherical shell segment under uniform pressure;Archer;Q. Appl. Math.,1957

2. Galerkin finite element method for nonlinear beam vibrations;Bhashyam;J. Sound Vibration,1980

3. Budiansky, B., 1959. Buckling of clamped shallow spherical shells. In: Koiter, W.T. (Ed.), Proceedings of IUTAM Symposium on the Theory of Thin Elastic Shells. North-Holland, Delft, Netherlands, pp. 64–94.

4. Numerical Methods;Dahlquist,1974

Cited by 4 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Numerical method to determine the elastic curve of simply supported beams of variable cross-section;STRUCT ENG MECH;2018

2. Procedures for determination of elastic curve of simply and multiple supported beams;Structural Engineering and Mechanics;2016-10-10

3. A high-precision 1D dynamic angular measuring system based on linear CCD for Fengyun-2 meteorological satellite;Optics & Laser Technology;2011-10

4. Comparison of two linearization schemes for the nonlinear bending problem of a beam pinned at both ends;International Journal of Solids and Structures;2010-03