Optimal structure design for given deflection

DOI10.1007/BF01587681zbMath0206.53602OpenAlexW1993757204MaRDI QIDQ2542967

William Prager, Richard T. Shield

Publication date: 1970

Published in: ZAMP. Zeitschrift für angewandte Mathematik und Physik (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf01587681

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10)

Related Items

Optimal structural design for a discrete set of available structural members, On the prediction of structural layout for maximum stiffness, Minimum-volume design of elastic trusses with deflection constraints, Conservation laws in elasticity of the J-integral type, On minimizing the response of structures to dynamic loading, Minimum-weight design of continuous beams under displacement and stress constraints, On principle of stationary mutual complementary energy and its application to optimal structural design, Sufficient optimality conditions for some structural design problems, Sensitivity analysis of linear elastic systems using domain parameterization and a mixed mutual energy principle

Cites Work

• On Michell trusses
• Optimal structural design for given stiffness in stationary creep
• Optimal plastic design of circular and annular sandwich plates with piecewise constant cross section
• Minimum Weight Design of Beams With Inequality Constraints on Stress and Deflection
• Problems of Optimal Structural Design
• Optimum design of a vibrating bar with specified minimum cross section.