Design sensitivity analysis of nonlinear buckling load

DOI10.1007/BF00317060zbMath0627.73054MaRDI QIDQ1092715

B. George

Publication date: 1988

Published in: Computational Mechanics (Search for Journal in Brave)

zbMATH Keywords

collapseoptimal designnonlinear critical loaddesign derivativesload carrying capability

Mathematics Subject Classification ID

Sensitivity, stability, well-posedness (49K40) Vibrations in dynamical problems in solid mechanics (74H45) Anelastic fracture and damage (74R20) Bifurcation and buckling (74G60) Optimization problems in solid mechanics (74P99)

Related Items (15)

Unnamed Item ⋮ Parameter sensitivity of inelastic buckling and post-buckling response ⋮ Nonlinear buckling optimization of composite structures considering ``worst shape imperfections ⋮ A strategy for avoiding spurious localized buckling modes in topology optimization ⋮ Large deformations and stability in topology optimization ⋮ Unnamed Item ⋮ Nonlinear buckling optimization of composite structures ⋮ Sensitivity analysis and optimization for non‐linear structural response ⋮ Sensitivity analysis and optimal design of non-linear structures ⋮ Structural optimization for specified nonlinear buckling load factor. ⋮ Review of options for structural design sensitivity analysis. I: Linear systems ⋮ Design sensitivity analysis and optimization for nonlinear buckling of finite-dimensional elastic conservative structures ⋮ Optimization of imperfection-sensitive symmetric systems for specified maximum load factor ⋮ Design sensitivity of post-buckling states including material constraints ⋮ Unnamed Item

Cites Work

• Unnamed Item
• On the automorphism group of a cone
• Minimum weight design of truss structures with geometric nonlinear behavior
• Optimization of Shallow Trusses Against Limit Point Instability
• Use of ADINA for design optimization of nonlinear structures
• Design sensitivity analysis and optimization of nonlinear structuralresponse using incremental procedure
• Efficient optimal design of structures by generalized steepest descent programming
• Optimum structural design with stability constraints
• Simplified calculation of eigenvector derivatives

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