Large deflection behavior of a flexible circular cantilever arc device subjected to inward or outward polar force

The problem of large deflection of a rectangular plate resting on a Pasternak-type foundation and subjected to a uniform lateral load has been investigated by utilizing the linearized equation of plates due to H. M. Berger. The solutions derived and based on the effect of the two base parameters have been carried to practical conclusions by presenting graphs for bending moments and shear forces for a square plate with all edges simply supported.

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Large-deflection analysis of prismatic and tapered beam-columns using the Differential Transform Method

Structures ◽

10.1016/j.istruc.2020.09.034 ◽

2020 ◽

Vol 28 ◽

pp. 923-932

Author(s):

Mauricio Areiza-Hurtado ◽

J. Dario Aristizábal-Ochoa

Keyword(s):

Large Deflection ◽

Differential Transform Method ◽

Transform Method ◽

Beam Columns ◽

Tapered Beam ◽

Differential Transform ◽

Deflection Analysis

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Large deflection of unsymmetric laminates with mixed boundary conditions

International Journal of Non-Linear Mechanics ◽

10.1016/0020-7462(85)90035-6 ◽

1985 ◽

Vol 20 (4) ◽

pp. 273-282 ◽

Cited By ~ 14

Author(s):

Chuen-Yuan Chia

Keyword(s):

Boundary Conditions ◽

Large Deflection ◽

Mixed Boundary ◽

Mixed Boundary Conditions ◽

Unsymmetric Laminates

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A semi-analytical method for the elastic–plastic large deflection analysis of stiffened panels under combined biaxial compression/tension, biaxial in-plane bending, edge shear, and lateral pressure loads

Thin-Walled Structures ◽

10.1016/j.tws.2004.07.022 ◽

2005 ◽

Vol 43 (3) ◽

pp. 375-410 ◽

Cited By ~ 27

Author(s):

Jeom Kee Paik ◽

Man Seung Lee

Keyword(s):

Analytical Method ◽

Large Deflection ◽

Lateral Pressure ◽

Biaxial Compression ◽

Stiffened Panels ◽

Elastic Plastic ◽

Deflection Analysis ◽

Plane Bending

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Large deflection analysis of flat plate using nonlinear programming theory. 4th Report. Axisymmetric annular plates with constant thickness and with clamped inner edges, and design formulae for the large deflection problem.

TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series A ◽

10.1299/kikaia.56.1468 ◽

1990 ◽

Vol 56 (526) ◽

pp. 1468-1473

Author(s):

Seiichi OHTAKI

Keyword(s):

Nonlinear Programming ◽

Flat Plate ◽

Large Deflection ◽

Constant Thickness ◽

Annular Plates ◽

Programming Theory ◽

Deflection Analysis ◽

Large Deflection Problem

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