Minimum weight bars for given lower bounds on Euler buckling load and frequency of longitudinal vibration

DOI10.1016/0020-7683(87)90053-9zbMath0619.73096OpenAlexW2091153622MaRDI QIDQ1090162

Richard D. Parbery

Publication date: 1987

Published in: International Journal of Solids and Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7683(87)90053-9

zbMATH Keywords

frequencynecessary optimality conditionsoptimal designslongitudinal vibrationdesign constraints on two fundamental eigenvaluesEuler buckling loadminimizing the mass

Mathematics Subject Classification ID

Numerical optimization and variational techniques (65K10) Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Bifurcation and buckling (74G60) Optimization problems in solid mechanics (74P99)

This page was built for publication: Minimum weight bars for given lower bounds on Euler buckling load and frequency of longitudinal vibration