On the propensity of shear deformable columns to buckle under a tensile axial load-Reference-Cited by-同舟云学术

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On the propensity of shear deformable columns to buckle under a tensile axial load

Published:2020-10 Issue: Volume:27 Page:1832-1840
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Dias Simão Pedro^ORCID,Dias da Silva Vítor

Funder

Fundação para a Ciência e a Tecnologia

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference50 articles.

1. Euler, L. (1744), “Methodus inventendi lineas curvas maximi minimive prorietate gaudentes” (Additamentum I: “De curvis elasticis”), Marcum Michaelum Bousquet: Lausanne & Geneva.

2. Structural stability – Theory and implementation;Chen,1986

3. Buckling of bars, plates and shells;Brush,1975

4. Thin films: Wrinkling of an elastic sheet under tension;Cerda;Nature,2002

5. Mechanics and strength of materials;Dias da Silva,2006

Cited by 3 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. Buckling analysis of a helical extension spring under combined loading;Thin-Walled Structures;2024-07

2. A Nonlinear Truss Finite Element Model for Structures with Negative Poisson Effect Accompanied by Tensile Buckling;Journal of the Computational Structural Engineering Institute of Korea;2023-06-30

3. Tensile Buckling of a Rod with an End Moving along a Circular Guide: Improved Experimental Investigation Based on a Dynamic Approach;Applied Sciences;2021-08-07

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