Effectiveness of linear bifurcation analysis for predicting the nonlinear stability limits of structures-Reference-Cited by-同舟云学术

Effectiveness of linear bifurcation analysis for predicting the nonlinear stability limits of structures

Published:1986-05 Issue:5 Volume:23 Page:831-846
ISSN:0029-5981
Container-title:International Journal for Numerical Methods in Engineering
language:en
Short-container-title:Int. J. Numer. Meth. Engng.

Author:

Chang S.-C.,Chen J.-J.

Publisher

Wiley

Subject

Applied Mathematics,General Engineering,Numerical Analysis

Reference7 articles.

1. ‘A simplified method of elastic stability analysis for thin cylindrical shells’, NACA TR-No. 874, Washington D. C. (1947).

2. ‘Towards simple estimates of shell buckling load’, Der Stahlbau (Sept. 1975).

3. Linear and nonlinear stability analysis of cylindrical shells

4. ‘An integrated system for finite element shell analysis—surface representation and curved shell element’, Dept. of Structural Eng. Res., Report No. 80-7, Cornell Univ., New York.

Cited by 38 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. Accelerated Koiter method for post-buckling analysis of thin-walled shells under axial compression;Thin-Walled Structures;2020-10

2. A modified Newton-type Koiter-Newton method for tracing the geometrically nonlinear response of structures;International Journal for Numerical Methods in Engineering;2017-11-22

3. Reduced-order modeling analysis of shell structures buckling using a co-rotational solid-shell element;Aerospace Science and Technology;2017-11

4. Co-rotational finite element formulation used in the Koiter–Newton method for nonlinear buckling analyses;Finite Elements in Analysis and Design;2016-09

5. An eigenanalysis-based bifurcation indicator proposed in the framework of a reduced-order modeling technique for non-linear structural analysis;International Journal of Non-Linear Mechanics;2016-05