Buckling Analysis of Straight Beams with different Boundary Conditions using an Integral Formulation of corresponding Differential Equations

Buckling Analysis of Straight Beams with different Boundary Conditions using an Integral Formulation of corresponding Differential Equations

This work deals with structural stability analysis of straight beams, having different boundary conditions. The particular case of the beam on elastic foundation is also analyzed. The method of analysis is an approximate integral one, using structural flexibility functions (Green’s functions). The d...

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Bibliographic Details
Main Author:	Viorel ANGHEL
Format:	Article
Language:	English
Published:	National Institute for Aerospace Research “Elie Carafoli” - INCAS 2018-12-01
Series:	INCAS Bulletin
Subjects:	Straight Euler Beam Green’s Functions Elastic Foundation Buckling
Online Access:	http://bulletin.incas.ro/files/anghel__vol_10_iss_4.pdf

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