A linear elastic plane stress problem is solved on an L-shaped domain using bilinear elements. Then fields of the three components of stress (stress in x, y and shear stress) are then fitted using the superconvergent patch recovery technique. The percentage relative error in the strain energy norm is then computed.
#Example_4711 An error estimation problem FEM FEM define nodes;r;L;example FEM define window FEM draw nodes FEM define bases;r;example # Defines two bilinear bases, # one for solving the problem and one for patch fitting FEM define elements;r;example FEM draw lines FEM draw elements FEM define fibre;d FEM define element;r;;example fibre FEM define equation;r;example lock FEM define material;r;example FEM group nodes 1,8,15,22,29,33,37 as left_edge FEM group nodes 7,14,21,28 as right_edge FEM group nodes 37,38,39,40 as top FEM define initial;r;example FEM draw reactions FEM draw nodes FEM define solve;r;example FEM solve FEM draw lines deformed dotted scale 5 FEM define field;r;example # Define 3 fields, for stress in x dirn, y dirn and shear stress FEM define elements;r;example field FEM define fit;r;example gauss patch FEM update gauss stress reference components basis 2 FEM fit patch nodes 1..40 basis 2 FEM update gauss stress reference components basis 1 FEM evaluate error FEM draw element error refresh graphics FEM draw field field 1 refresh graphics FEM draw field field 2 refresh graphics FEM draw field field 3 FEM
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example_4711.com 10-Apr-2000 1.2k l.ipbase 10-Apr-2000 2.1k l.ipelem 10-Apr-2000 8.6k l.ipelfb 10-Apr-2000 3.8k l.ipelfd 10-Apr-2000 6.8k l.ipequa 26-May-2003 1.8k l.ipfiel 10-Apr-2000 8.5k l.ipfit 10-Apr-2000 620 l.ipinit 10-Apr-2000 808 l.ipmate 10-Apr-2000 1.4k l.ipnode 10-Apr-2000 5.4k l.ipsolv 13-Apr-2007 1.0k readme 10-Apr-2000 126 test_output 10-Apr-2000 43
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examples_4_47_471_4711.tar.gz 14-Apr-2007 8.7k
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