Large Deflection Effects in Antisymmetric Cross-Ply Laminated Strips and Plates

Composite Structures ◽

10.1007/978-94-011-3662-4_31 ◽

1991 ◽

pp. 397-413

Author(s):

G. J. Turvey ◽

M. Y. Osman

Keyword(s):

Large Deflection

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Large deflection, large amplitude vibrations and random response of symmetrically laminated rectangular plates

10.2514/6.1984-909 ◽

1984 ◽

Author(s):

C. GRAY, JR. ◽

C. MEI

Keyword(s):

Large Amplitude ◽

Large Deflection ◽

Rectangular Plates ◽

Random Response ◽

Large Amplitude Vibrations

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Effects of transverse shear on large deflection random response of symmetric composite laminates with mixed boundary conditions

10.2514/6.1989-1356 ◽

1989 ◽

Author(s):

C. PRASAD ◽

CHUH MEI

Keyword(s):

Boundary Conditions ◽

Transverse Shear ◽

Composite Laminates ◽

Large Deflection ◽

Mixed Boundary ◽

Mixed Boundary Conditions ◽

Random Response

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A finite element formulation with stabilization matrix for analysis of composite shells undergoing large deflection

10.2514/6.1990-926 ◽

1990 ◽

Author(s):

J. KIM ◽

J. RHIU ◽

S. LEE

Keyword(s):

Finite Element ◽

Large Deflection ◽

Finite Element Formulation ◽

Element Formulation ◽

Composite Shells

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Toward Endobronchial Intervention: A Pre-Curved Continuum Robot with Large Deflection and Linear Elasticity

10.31256/hsmr2018.7 ◽

2018 ◽

Author(s):

A Gao ◽

◽

N Liu ◽

Guang-Zhong Yang

Keyword(s):

Linear Elasticity ◽

Large Deflection ◽

Continuum Robot

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Inelastic large deflection analysis of structural steel members under cyclic loading

Engineering Structures ◽

10.1016/0141-0296(96)00204-0 ◽

1996 ◽

Vol 18 (9) ◽

pp. 659-668 ◽

Author(s):

Iraj H.P. Mamaghani ◽

T. Usami ◽

E. Mizuno

Keyword(s):

Cyclic Loading ◽

Structural Steel ◽

Large Deflection ◽

Steel Members ◽

Deflection Analysis

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Large Deflection of a Rectangular Plate Resting on a Pasternak-Type Elastic Foundation

Journal of Applied Mechanics ◽

10.1115/1.3424116 ◽

1977 ◽

Vol 44 (3) ◽

pp. 509-511 ◽

Author(s):

P. K. Ghosh

Keyword(s):

Rectangular Plate ◽

Elastic Foundation ◽

Large Deflection ◽

Lateral Load ◽

Bending Moments ◽

Shear Forces ◽

Simply Supported ◽

Base Parameters ◽

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

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 ◽

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 ◽

Author(s):

Jeom Kee Paik ◽

Man Seung Lee

Keyword(s):

Analytical Method ◽

Large Deflection ◽

Lateral Pressure ◽

Biaxial Compression ◽

Stiffened Panels ◽

Elastic Plastic ◽

Deflection Analysis ◽

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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 ◽

Large Deflection ◽

Constant Thickness ◽

Annular Plates ◽

Programming Theory ◽

Deflection Analysis ◽

Large Deflection Problem

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