An interior‐point algorithm for elastoplasticity
暂无分享,去创建一个
[1] Etienne Loute,et al. Solving limit analysis problems: an interior‐point method , 2005 .
[2] Panos M. Pardalos,et al. Second-order cone programming approaches to static shakedown analysis in steel plasticity , 2005, Optim. Methods Softw..
[3] M. H. Wright. The interior-point revolution in optimization: History, recent developments, and lasting consequences , 2004 .
[4] G. Ventura,et al. Numerical analysis of Augmented Lagrangian algorithms in complementary elastoplasticity , 2004 .
[5] L. Wang,et al. Formulation of the return mapping algorithm for elastoplastic soil models , 2004 .
[6] Miguel Cervera,et al. Softening, localization and stabilization: capture of discontinuous solutions in J2 plasticity , 2004 .
[7] M. Gilbert,et al. Layout optimization of large‐scale pin‐jointed frames , 2003 .
[8] Pascal Francescato,et al. Interior point optimization and limit analysis: an application , 2003 .
[9] S. Krenk,et al. Implicit integration of plasticity models for granular materials , 2003 .
[10] Mohammed Hjiaj,et al. A complete stress update algorithm for the non-associated Drucker–Prager model including treatment of the apex , 2003 .
[11] Ronaldo I. Borja,et al. On the numerical integration of three-invariant elastoplastic constitutive models , 2003 .
[12] F. Tin-Loi,et al. An iterative complementarity approach for elastoplastic analysis involving frictional contact , 2003 .
[13] Kristian Krabbenhoft,et al. A general non‐linear optimization algorithm for lower bound limit analysis , 2003 .
[14] Peter Frederic Thomson,et al. Quadratic programming method in numerical simulation of metal forming process , 2002 .
[15] Kristian Krabbenhoft,et al. Lower bound limit analysis of slabs with nonlinear yield criteria , 2002 .
[16] K. M. Liew,et al. Elasto‐plasticity revisited: numerical analysis via reproducing kernel particle method and parametric quadratic programming , 2002 .
[17] Scott W. Sloan,et al. Lower bound limit analysis using non‐linear programming , 2002 .
[18] Scott W. Sloan,et al. An Automatic Newton–Raphson Scheme , 2002 .
[19] Kristian Krabbenhoft,et al. Ultimate limit state design of sheet pile walls by finite elements and nonlinear programming , 2002 .
[20] Ray Kai Leung Su,et al. Parametric quadratic programming method for elastic contact fracture analysis , 2002 .
[21] Jose Luis Silveira,et al. An algorithm for shakedown analysis with nonlinear yield functions , 2002 .
[22] G. Xiaoming,et al. On the mathematical modeling for elastoplastic contact problem and its solution by quadratic programming , 2001 .
[23] Antonio Huerta,et al. Consistent tangent matrices for substepping schemes , 2001 .
[24] Majid T. Manzari,et al. On integration of a cyclic soil plasticity model , 2001 .
[25] Raúl A. Feijóo,et al. An adaptive approach to limit analysis , 2001 .
[26] Robert L. Taylor,et al. Finite element implementation of non-linear elastoplastic constitutive laws using local and global explicit algorithms with automatic error control† , 2001 .
[27] S. Sloan,et al. Refined explicit integration of elastoplastic models with automatic error control , 2001 .
[28] Scott W. Sloan,et al. Upper bound limit analysis using linear finite elements and non‐linear programming , 2001 .
[29] Jean B. Lasserre,et al. Why the logarithmic barrier function in convex and linear programming? , 2000, Oper. Res. Lett..
[30] Agustí Pérez Foguet,et al. Key Issues in Computational Geomechanics , 2000 .
[31] Scott W. Sloan,et al. Aspects of finite element implementation of critical state models , 2000 .
[32] Robert J. Vanderbei,et al. An Interior-Point Algorithm for Nonconvex Nonlinear Programming , 1999, Comput. Optim. Appl..
[33] Knud D. Andersen,et al. Computation of collapse states with von Mises type yield condition , 1998 .
[34] G. Alfano,et al. A displacement-like finite element model for J2 elastoplasticity: Variational formulation and finite-step solution , 1998 .
[35] Nestor Zouain,et al. An approach to limit analysis with cone-shaped yield surfaces , 1997 .
[36] Guy T. Houlsby,et al. Application of thermomechanical principles to the modelling of geotechnical materials , 1997, Proceedings of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.
[37] P. Lourenço,et al. Multisurface Interface Model for Analysis of Masonry Structures , 1997 .
[38] Boris Jeremić,et al. Implicit integrations in elastoplastic geotechnics , 1997 .
[39] Stephen J. Wright. Primal-Dual Interior-Point Methods , 1997, Other Titles in Applied Mathematics.
[40] Scott W. Sloan,et al. AN AUTOMATIC LOAD STEPPING ALGORITHM WITH ERROR CONTROL , 1996 .
[41] P. H. Feenstra,et al. A composite plasticity model for concrete , 1996 .
[42] S. Sloan,et al. Upper bound limit analysis using discontinuous velocity fields , 1995 .
[43] Knud D. Andersen,et al. Limit Analysis with the Dual Affine Scaling Algorithm , 1995 .
[44] S. Sloan,et al. A smooth hyperbolic approximation to the Mohr-Coulomb yield criterion , 1995 .
[45] J. C. Simo,et al. A modified cap model: Closest point solution algorithms , 1993 .
[46] Scott W. Sloan,et al. INTEGRATION OF TRESCA AND MOHR-COULOMB CONSTITUTIVE RELATIONS IN PLANE STRAIN ELASTOPLASTICITY , 1992 .
[47] Ronaldo I. Borja,et al. Cam-Clay plasticity, Part II: implicit integration of constitutive equation based a nonlinear elastic stress predictor , 1991 .
[48] Irvin Lustig,et al. Feasibility issues in a primal-dual interior-point method for linear programming , 1990, Math. Program..
[49] Ronaldo I. Borja,et al. Cam-Clay plasticity, part I: implicit integration of elastoplastic constitutive relations , 1990 .
[50] Robert L. Taylor,et al. Complementary mixed finite element formulations for elastoplasticity , 1989 .
[51] Scott W. Sloan,et al. Upper bound limit analysis using finite elements and linear programming , 1989 .
[52] R. Fletcher. Practical Methods of Optimization , 1988 .
[53] Scott W. Sloan,et al. Substepping schemes for the numerical integration of elastoplastic stress–strain relations , 1987 .
[54] Michael A. Saunders,et al. On projected newton barrier methods for linear programming and an equivalence to Karmarkar’s projective method , 1986, Math. Program..
[55] E. P. Popov,et al. Accuracy and stability of integration algorithms for elastoplastic constitutive relations , 1985 .
[56] Luis Resende,et al. Formulation of Drucker‐Prager Cap Model , 1985 .
[57] J. C. Simo,et al. Consistent tangent operators for rate-independent elastoplasticity☆ , 1985 .
[58] Narendra Karmarkar,et al. A new polynomial-time algorithm for linear programming , 1984, STOC '84.
[59] J. Pastor,et al. Finite element method and limit analysis theory for soil mechanics problems , 1980 .
[60] George Y. Baladi,et al. Generalized Cap Model for Geological Materials , 1976 .
[61] Giulio Maier,et al. Incremental elastoplastic analysis and quadratic optimization , 1970 .
[62] M. J. D. Powell,et al. Nonlinear Programming—Sequential Unconstrained Minimization Techniques , 1969 .
[63] Giulio Maier,et al. Quadratic programming and theory of elastic-perfectly plastic structures , 1968 .
[64] G. Maier. A quadratic programming approach for certain classes of non linear structural problems , 1968 .
[65] R. Borst,et al. 2 Computational Strategies for Standard Soil Plasticity Models , 2001 .
[66] Davide Bigoni,et al. Bifurcation and Instability of Non-Associative Elastoplastic Solids , 2000 .
[67] Robert J. Vanderbei,et al. Linear Programming: Foundations and Extensions , 1998, Kluwer international series in operations research and management service.
[68] Andrew Abbo,et al. Finite element algorithms for elastoplasticy and consolidation , 1997 .
[69] Alfredo Edmundo Huespe,et al. A nonlinear optimization procedure for limit analysis , 1996 .
[70] José Herskovits,et al. An iterative algorithm for limit analysis with nonlinear yield functions , 1993 .
[71] S. Sture,et al. Analysis and calibration of a three-invariant plasticity model for granular materials , 1989 .
[72] Scott W. Sloan,et al. Lower bound limit analysis using finite elements and linear programming , 1988 .
[73] P. Perzyna. Thermodynamic Theory of Viscoplasticity , 1971 .
[74] P. Perzyna. Fundamental Problems in Viscoplasticity , 1966 .