On the solution of a minimum weight elastoplastic problem involving displacement and complementarity constraints

[1]  G. Maier A matrix structural theory of piecewise linear elastoplasticity with interacting yield planes , 1970 .

[2]  Leone Corradi,et al.  On compatible finite element models for elastic plastic analysis , 1978 .

[3]  Giulio Maier,et al.  Combined elastoplastic and limit analysis via restricted basis linear programming , 1979 .

[4]  Giulio Maier,et al.  Optimum design of plastic structures under displacement constraints , 1981 .

[5]  Ikuyo Kaneko On some recent engineering applications of complementarity problems , 1982 .

[6]  R. Haftka,et al.  Elements of Structural Optimization , 1984 .

[7]  C. Cinquini,et al.  Optimization of Elastic-Hardening Structures in Presence of Displacement Constraints , 1984 .

[8]  R. Rockafellar Linear-quadratic programming and optimal control , 1987 .

[9]  Robert Levy,et al.  Recent Developments in Structural Optimization , 1987 .

[10]  Pauli Pedersen,et al.  Optimal Design with Advanced Materials , 1991 .

[11]  The explicit inverse of the stiffness matrix , 1992 .

[12]  Richard W. Cottle,et al.  Linear Complementarity Problem. , 1992 .

[13]  David A. Kendrick,et al.  GAMS : a user's guide, Release 2.25 , 1992 .

[14]  Martin P. Bendsøe,et al.  Topology design of structures , 1993 .

[15]  George I. N. Rozvany,et al.  optimization of large structural systems , 1990 .

[16]  Arne Stolbjerg Drud,et al.  CONOPT - A Large-Scale GRG Code , 1994, INFORMS J. Comput..

[17]  George I. N. Rozvany,et al.  Layout Optimization of Structures , 1995 .

[18]  S. Dirkse,et al.  The path solver: a nommonotone stabilization scheme for mixed complementarity problems , 1995 .

[19]  Zhi-Quan Luo,et al.  Exact penalization and stationarity conditions of mathematical programs with equilibrium constraints , 1996, Math. Program..

[20]  Bethany L. Nicholson,et al.  Mathematical Programs with Equilibrium Constraints , 2021, Pyomo — Optimization Modeling in Python.

[21]  J. Rao,et al.  New models for optimal truss topology in limit design based on unified elastic/plastic analysis , 1997 .

[22]  János Lógó,et al.  Optimal plastic limit and shake-down design of bar structures with constraints on plastic deformation , 1997 .

[23]  S. Dirkse,et al.  Traffic Modeling and Variational Inequalities Using GAMS , 1998 .