Unconstrained Vector Positional Shell FEM formulation applied to thin-walled members instability analysis-Reference-Cited by-同舟云学术

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Unconstrained Vector Positional Shell FEM formulation applied to thin-walled members instability analysis

Published:2019-03 Issue: Volume:136 Page:246-257
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Soares Henrique Barbosa,Paccola Rodrigo Ribeiro,Coda Humberto Breves

Funder

CNPq

CAPES

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference39 articles.

1. Buckling and optimal design of cold-formed thin-walled beams: review of selected problems;Magnucka-Blandzi;Thin-Walled Struct.,2011

2. Thin-walled Elasticbars;Vlasov,1940

3. Buckling Strength of Metal Structures;Bleich,1952

4. Theory of Elastic Stability;Timoshenko,1961

5. Introduction to the Theory of Thin-walled Structures;Murray,1986

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1. Three-dimensional nonlinear stress analysis of functionally graded shells subjected to displacement-dependent loads;Mechanics of Advanced Materials and Structures;2024-04-21

2. On the second Piola-Kirchhoff and Cauchy stress tensors in nonlinear shells subjected to displacement-dependent loads;Mechanics of Advanced Materials and Structures;2023-02-21

3. A sequential investigation of the residual stresses and strains influence on the buckling of cold-formed thin-walled members;Thin-Walled Structures;2022-11

4. A Box element to model semi-rigid connections in shell-based thin-walled structures analysis;Engineering Structures;2021-11

5. Nonlinear stress analysis of shell structures in buckling and snapping problems by exact geometry solid-shell elements through sampling surfaces formulation;International Journal of Non-Linear Mechanics;2021-03

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