Deprecated: $wgMWOAuthSharedUserIDs=false is deprecated, set $wgMWOAuthSharedUserIDs=true, $wgMWOAuthSharedUserSource='local' instead [Called from MediaWiki\HookContainer\HookContainer::run in /var/www/html/w/includes/HookContainer/HookContainer.php at line 135] in /var/www/html/w/includes/Debug/MWDebug.php on line 372
Computing Limit Loads by Minimizing a Sum of Norms - MaRDI portal

Computing Limit Loads by Minimizing a Sum of Norms

From MaRDI portal
Publication:4389282

DOI10.1137/S1064827594275303zbMath0924.73074OpenAlexW2116956225MaRDI QIDQ4389282

Edmund Christiansen, Knud D. Andersen, Michael L. Overton

Publication date: 12 May 1998

Published in: SIAM Journal on Scientific Computing (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1137/s1064827594275303



Lua error in Module:PublicationMSCList at line 37: attempt to index local 'msc_result' (a nil value).


Related Items (27)

CBLIB 2014: a benchmark library for conic mixed-integer and continuous optimizationSecond-order cone programming approaches to static shakedown analysis in steel plasticityDisplacement and equilibrium mesh-free formulation based on integrated radial basis functions for dual yield designEfficient numerical computations of yield stress fluid flows using second-order cone programmingApplications of second-order cone programmingAutomatic mesh refinement in limit analysisA powerful force-based approach for the limit analysis of three-dimensional framesOn the performance of non-conforming finite elements for the upper bound limit analysis of platesQuadratic velocity-linear stress interpolations in limit analysisUpper bound limit analysis of plates utilizing the C1 natural element methodExtended finite element method for plastic limit load computation of cracked structuresA class of strain‐displacement elements in upper bound limit analysisCOMPUTATION OF LIMIT LOAD USING EDGE-BASED SMOOTHED FINITE ELEMENT METHOD AND SECOND-ORDER CONE PROGRAMMINGPlastic Collapse Analysis of Mindlin–Reissner Plates Using a Stabilized Mesh-Free MethodReturn-mapping algorithms for associative isotropic hardening plasticity using conic optimizationSecond-order cone and semidefinite representations of material failure criteriaMesh adaptive computation of upper and lower bounds in limit analysisDiscontinuous velocity domain splitting in limit analysisA cell-based smoothed finite element method for kinematic limit analysisLimit analysis of plates and slabs using a meshless equilibrium formulationAn upper-bound limit analysis of Mindlin plates using CS-DSG3 method and second-order cone programmingThe Equilibrium Cell-Based Smooth Finite Element Method for Shakedown Analysis of StructuresA PROJECTION APPROACH TO THE NUMERICAL ANALYSIS OF LIMIT LOAD PROBLEMSEfficient kinematic upper-bound limit analysis for hole/inclusion problems by adaptive XIGA with locally refined NURBSAdvances in the simulation of viscoplastic fluid flows using interior-point methodsLimit analysis of plates using the EFG method and second-order cone programmingA cell-based smoothed radial point interpolation method applied to kinematic limit analysis of thin plates




This page was built for publication: Computing Limit Loads by Minimizing a Sum of Norms