Topology optimization of continuum structures under buckling constraints
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[1] Esben Lindgaard,et al. On compliance and buckling objective functions in topology optimization of snap-through problems , 2013 .
[2] Z. Kang,et al. Structural topology optimization based on non-local Shepard interpolation of density field , 2011 .
[3] Jens Gravesen,et al. On the sensitivities of multiple eigenvalues , 2011 .
[4] M. Bendsøe,et al. Topology Optimization: "Theory, Methods, And Applications" , 2011 .
[5] Erik Lund,et al. A unified approach to nonlinear buckling optimization of composite structures , 2011 .
[6] Volkmar Zabel,et al. An automatic mode pairing strategy using an enhanced modal assurance criterion based on modal strain energies , 2010 .
[7] Erik Lund,et al. Nonlinear Buckling Optimization of Composite Structures , 2010 .
[8] N. Olhoff,et al. Topological design of freely vibrating continuum structures for maximum values of simple and multiple eigenfrequencies and frequency gaps , 2007 .
[9] E. Ramm,et al. Large deformations and stability in topology optimization , 2005 .
[10] Xu Guo,et al. Optimum design of truss topology under buckling constraints , 2005 .
[11] Ole Sigmund,et al. Toward the topology design of mechanisms that exhibit snap-through behavior , 2004 .
[12] S. Rahmatalla,et al. A Q4/Q4 continuum structural topology optimization implementation , 2004 .
[13] Niels Leergaard Pedersen,et al. Optimization of practical trusses with constraints on eigenfrequencies, displacements, stresses, and buckling , 2003 .
[14] T. E. Bruns,et al. Numerical methods for the topology optimization of structures that exhibit snap‐through , 2002 .
[15] Dmitri Tcherniak,et al. Topology optimization of resonating structures using SIMP method , 2002 .
[16] M. M. Neves,et al. Topology optimization of periodic microstructures with a penalization of highly localized buckling modes , 2002 .
[17] Hirohisa Noguchi,et al. Homologous topology optimization in large displacement and buckling problems , 2001 .
[18] N. L. Pedersen. Maximization of eigenvalues using topology optimization , 2000 .
[19] Ramana V. Grandhi,et al. Buckling design optimization of complex built-up structures with shape and size variables , 2000 .
[20] O. Sigmund,et al. Stiffness design of geometrically nonlinear structures using topology optimization , 2000 .
[21] Zenon Mróz,et al. Optimal topology and configuration design of trusses with stress and buckling constraints , 1999 .
[22] M. M. Neves,et al. Generalized topology design of structures with a buckling load criterion , 1995 .
[23] H. C. Rodrigues,et al. Necessary conditions for optimal design of structures with a nonsmooth eigenvalue based criterion , 1995 .
[24] N. Olhoff,et al. Multiple eigenvalues in structural optimization problems , 1994 .
[25] Cv Clemens Verhoosel,et al. Non-Linear Finite Element Analysis of Solids and Structures , 1991 .
[26] K. Svanberg. The method of moving asymptotes—a new method for structural optimization , 1987 .
[27] T. Pian,et al. Rational approach for assumed stress finite elements , 1984 .
[28] K. Bathe,et al. An accelerated subspace iteration method , 1980 .
[29] Guandong Xu,et al. Simultaneous Shape and Topology Optimization of Truss Under Local and Global Stability Constraints , 2003 .
[30] Guoxu,et al. SIMULTANEOUS SHAPE AND TOPOLOGY OPTIMIZATION OF TRUSS UNDER LOCAL AND GLOBAL STABILITY CONSTRAINTS , 2003 .
[31] Noboru Kikuchi,et al. Optimal reinforcement design of structures under the buckling load using the homogenization design method , 1997 .
[32] N. Olhoff,et al. On single and bimodal optimum buckling loads of clamped columns , 1977 .
[33] L. Berke,et al. Optimum structural design with stability constraints , 1976 .