Analyzing buckling mode ineractions in elastic structures using an asymptotic aproach: theory and experiments

C.M. Menken, G.J.M.A. Schreppers, W.J. Groot, R. Petterson

Research output: Contribution to journalArticleAcademicpeer-review

16 Citations (Scopus)
208 Downloads (Pure)

Abstract

This paper describes the theoretical basis of a computer program for analyzing the buckling and initial post-buckling behavior of prismatic plate structures. Post-buckling behavior is described in terms of the amplitudes of a limited number of skilfully chosen buckling modes. Experiments were carried out to validate the program. The rarely investigated problem of interaction between overall lateral-torsional buckling and local buckling was chosen as a test case.
Original languageEnglish
Pages (from-to)473-480
JournalComputers and Structures
Volume64
Issue number1-4
DOIs
Publication statusPublished - 1997

Fingerprint

Dive into the research topics of 'Analyzing buckling mode ineractions in elastic structures using an asymptotic aproach: theory and experiments'. Together they form a unique fingerprint.

Cite this