Solution of Semi-Inverse Buckling Problems Yields a Flexural Rigidity as a Rational Function

DOI10.1142/S0219455403000914zbMath1205.74042OpenAlexW2064896996MaRDI QIDQ3074867

Giulia Catellani, Menahem Baruch, Isaac Elishakoff

Publication date: 10 February 2011

Published in: International Journal of Structural Stability and Dynamics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1142/s0219455403000914

zbMATH Keywords

bucklingrational functioncolumnssemi-inverse problem

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60)

Cites Work

• BOTH STATIC DEFLECTION AND VIBRATION MODE OF UNIFORM BEAM CAN SERVE AS A BUCKLING MODE OF A NON-UNIFORM COLUMN
• A closed-form solution for the generalized Euler problem
• New Closed-Form Solutions for Buckling of a Variable Stiffness Column by Mathematica®
• Inverse buckling problem for inhomogeneous columns

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