Topology Optimization of Structures and Composite Continua: NATO Science Series II: Mathematics, Physics and Chemistry, cartea 7
Editat de N. Olhoff, George I. N. Rozvanyen Limba Engleză Hardback – 31 ian 2001
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Specificații
ISBN-13: 9780792368069
ISBN-10: 0792368061
Pagini: 416
Ilustrații: XIX, 392 p.
Dimensiuni: 160 x 241 x 27 mm
Greutate: 0.79 kg
Ediția:2001
Editura: SPRINGER NETHERLANDS
Colecția NATO Science Series II: Mathematics, Physics and Chemistry
Seria NATO Science Series II: Mathematics, Physics and Chemistry
Locul publicării:Dordrecht, Netherlands
ISBN-10: 0792368061
Pagini: 416
Ilustrații: XIX, 392 p.
Dimensiuni: 160 x 241 x 27 mm
Greutate: 0.79 kg
Ediția:2001
Editura: SPRINGER NETHERLANDS
Colecția NATO Science Series II: Mathematics, Physics and Chemistry
Seria NATO Science Series II: Mathematics, Physics and Chemistry
Locul publicării:Dordrecht, Netherlands
Public țintă
ResearchCuprins
I — Basic aspects of topology optimization.- Some recent results on topology optimization of periodic composites.- Problem classes, solution strategies and unified terminology of FE-based topology optimization.- Comparative study of optimizing the topology of plate-like structures via plate theory and 3-D theory of elasticity.- A formulation for optimal structural design with optimal materials.- On the influence of geometrical non-linearities in topology optimization.- II — Special techniques and problem classes in topology optimization.- Structural reanalysis for topological modifications — a unified approach.- Topological derivative and its application in optimal design of truss and beam structures for displacement, stress and buckling constraints.- Transmissible loads in the design of optimal structural topologies.- New formulation for truss topology optimization problems under buckling constraints.- III — Treatment of computational difficulties in topology optimization.- On singular topologies and related optimization algorithm.- An efficient approach for checkerboard and minimum member size control and its implementation in a commercial software.- Some intrinsic difficulties with relaxation and penalization methods in topology optimization.- Topology optimization subject to design-dependent validity of constraints.- IV — Emerging methods in topology optimization.- Evolutionary computing and structural topology optimization — a state of the art assessment.- Stress ratio type methods and conditional constraints — a critical review.- Advances in evolutionary structural optimization: 1992-2000.- V — Mathematical aspects of topology optimization.- Shape optimization with general objective functions using partial relaxation.- Equally stressed structures:two-dimensional perspective.- VI — Practical applications of topology optimization.- Practical aspects of commercial composite topology optimization software development.- Topology optimisation of the porous coating distribution in non-cemented hip prostheses.- A formulation in design for optimal energy absorption.- VII — Miscellaneous topics.- Optimal design with non-linear elastic materials.- Damage tolerant topology optimization under multiple damage configurations.- On topology aspects of optimal bi-material physically non-linear structures.- Brief contributions (Extended abstracts).- Model of functional adaptation of bone and design of composite structural elements.- On optimal design problems for unilaterally supported plates subjected to buckling.- Shape truss optimization in Java multithreaded genetic program.- Optimal design of material and topology based on an energy model.- Modelling and optimization of porous materials deformation process.- Topology optimization of plastic disks.- Optimality conditions in nonconservative stability problems.- About nonunique solutions in topology optimization.- Optimization of non-elastic plates and shells.- Optimisation of rigid-plastic and elastic-plastic beams under dynamic loading.- Percolation model of material viscous failure under pressure.- Topology design of the joint types and boundary conditions of the discretized structures by mathematical programming.