Stationary and extremum variational formulations for the elastostatics of cable networks

DOI10.1007/BF02337632zbMath0587.73026MaRDI QIDQ1072747

Mario Cannarozzi

Publication date: 1985

Published in: Meccanica (Search for Journal in Brave)

zbMATH Keywords

static analysisdislocationstotal potential energyextremum principlestractionscomplementary (constrained) minimum formulationselastic cable networksgeneric, conservative loadslarge displacements hypothesisstationary of a saddle functionalstress-unilateral

Mathematics Subject Classification ID

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Cites Work

• Unnamed Item
• Inelastic analysis of suspension structures by nonlinear programming
• A finite element approach for cable problems
• A variational inequality approach to the inelastic stress-unilateral analysis of cable-structures
• Equilibrium and natural frequencies of cable structures (a nonlinear finite element approach)
• Stress-unilateral analysis of discretized cable and membrane structure in the presence of large displacements
• On Dual Extremum Principles in Applied Mathematics
• On a Variational Theorem for Finite Elastic Deformations

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