A numerical solution of a nonlinear differential-integral equation for the optimal shape of the tallest column

DOI10.1016/0020-7225(80)90054-3zbMath0431.65080OpenAlexW2094157186WikidataQ115368220 ScholiaQ115368220MaRDI QIDQ1138363

Kuo-Kuang Hu, Philip G. Kirmser

Publication date: 1980

Published in: International Journal of Engineering Science (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7225(80)90054-3

zbMATH Keywords

numerical exampleVolterra typemathematical programmingnonlinear integral equationdetermining the optimal shapes of columnsnonlinear differential-integral equation

Mathematics Subject Classification ID

Applications of mathematical programming (90C90) Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Integro-ordinary differential equations (45J05) Numerical methods for integral equations (65R20) Other nonlinear integral equations (45G10) Bifurcation and buckling (74G60)

Cites Work

• Optimum design of a vibrating bar with specified minimum cross section.
• Unnamed Item

This page was built for publication: A numerical solution of a nonlinear differential-integral equation for the optimal shape of the tallest column