Complete equilibrium paths for Mises trusses-Reference-Cited by-同舟云学术

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Complete equilibrium paths for Mises trusses

Published:2009-01 Issue:1 Volume:44 Page:19-26
ISSN:0020-7462
Container-title:International Journal of Non-Linear Mechanics
language:en
Short-container-title:International Journal of Non-Linear Mechanics

Author:

Kwasniewski Leslaw

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials

Reference14 articles.

1. Stability of Elastic Structures;Alfutov,2000

2. Fundations of Elastic Postbackling Theory, Buckling and Post-Buckling, Lecture Notes in Physics;Arbocz,1985

3. A General Theory of Elastic Stability;Thompson,1973

4. Die Knicksicherheit von Fachwerken;Mises;ZAMM,1925

5. Über die Stabilitätsprobleme der Elastizitästheorie;Mises;ZAMM,1923

Cited by 21 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. Hybrid Finite Element Method in Nonlinear Dynamic Analysis of Trusses;International Journal of Structural Stability and Dynamics;2023-11-23

2. Theoretical and experimental analysis of the von Mises truss subjected to a horizontal load using a new hyperelastic model with hardening;European Journal of Mechanics - A/Solids;2023-01

3. Large Deformations and Stability of the Two-Bar Truss Under Vertical Loads;Mechanics of High-Contrast Elastic Solids;2023

4. Nonlinear behavior and instabilities of a hyperelastic von Mises truss;International Journal of Non-Linear Mechanics;2022-06

5. Spatial asymmetric/symmetric buckling of Mises truss with out-of-plane lateral linear spring;International Journal of Non-Linear Mechanics;2021-12

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