Analytical solution for large deflection of Reissner׳s beam on two supports subjected to central concentrated force
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Civil and Structural Engineering
Reference11 articles.
1. One-dimensional finite-strain beam theory-plane problem;Reissner;Z Angew Math Phys,1972
2. Batista M, A closed form solution Reissner׳s planar finite-strain beam using Jacobi elliptical functions. arXiv:1508.04424 [physics.class-ph]; 2015.
3. Mechanics of materials;Gere,2006
4. Flexible bars;Frisch-Fay,1962
5. Inverse problem of elastica of a variable-arc-length beam subjected to a concentrated load;Zhang;Acta Mech Sin,2005
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2. Large elastic deflections of bars based on nonlocal elasticity;ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik;2020-01-31
3. Comments on ‘Large deflection and rotation of Timoshenko beams with frictional end supports under three-point bending’ [Comptes rendus Mecanique 344 (8) (2016) 556–568];Comptes Rendus Mécanique;2017-04
4. Large deflection and rotation of Timoshenko beams with frictional end supports under three-point bending;Comptes Rendus Mécanique;2016-08
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