Nonlinear buckling optimization of composite structures considering ``worst shape imperfections
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Publication:619944
DOI10.1016/j.ijsolstr.2010.07.020zbMath1203.74118OpenAlexW2019764320MaRDI QIDQ619944
Publication date: 19 January 2011
Published in: International Journal of Solids and Structures (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.ijsolstr.2010.07.020
bucklingcomposite structuresdesign sensitivity analysisgeometric imperfectionscomposite laminate optimization
Composite and mixture properties (74E30) Bifurcation and buckling (74G60) Optimization of other properties in solid mechanics (74P10)
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Cites Work
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- Failure optimization of geometrically linear/nonlinear laminated composite structures using a two-step hierarchical model adaptivity
- Nonlinear buckling optimization of composite structures
- An interpretation for min-max structural design problems including a method for relaxing constraints
- Optimization method for the determination of the most unfavorable imperfection of structures
- Static collapse: A survey of methods and modes of behaviour
- Design sensitivity analysis of nonlinear buckling load
- An incremental approach to the solution of snapping and buckling problems
- Direct evaluation of the `worst' imperfection shape in shell buckling
- Sensitivity analysis in post-buckling problems of shell structures
- Design sensitivity analysis of critical load factor for nonlinear structural systems
- Minimum weight design of truss structures with geometric nonlinear behavior
- Efficient handling of stability problems in shell optimization by asymmetric ‘worst-case’ shape imperfection
- Nonlinear analysis of optimized structure with constraints on systemstability
- The method of moving asymptotes—a new method for structural optimization
- Linear and nonlinear stability analysis of cylindrical shells
- A fast incremental/iterative solution procedure that handles “snap-through”
- An eigensolution strategy for large systems
- Optimum structural design with stability constraints
- Analysis and load carrying behaviour of imperfection sensitive shells
