XFEM matlab code can do a single crack in elastic analysis

Input
.....\2element.k
.....\bnfile.tmp
.....\Copy of default.k
.....\Copy of phu.k
.....\default.k
.....\default1.k
.....\lspost.cfile
.....\lspost.msg
.....\phu.k
.....\phu2.k
.....\phu3.k
.....\phu_old.k
.....\tension5.k
pathdef.m
PostProc
........\plot_mesh.m
........\postproc.asv
........\postproc.m
........\Results
........\.......\element.txt
........\.......\node.txt
........\.......\s
........\show2dmesh.m
........\Xshow2dmesh.m
PreProc
.......\preproc.m
Proc
....\assemble.asv
....\assemble.m
....\BC.m
....\Bxfem.asv
....\Bxfem.m
....\ComputeLevelSets.asv
....\ComputeLevelSets.m
....\discontQ4quad.m
....\dump_txt.asv
....\dump_txt.m
....\FindEnrichedNodes.asv
....\FindEnrichedNodes.m
....\force.asv
....\force.m
....\heaviside.m
....\insertrows.m
....\lagrange_basis.m
....\mat_model.m
....\proc.asv
....\proc.m
....\quadrature.m
....\read_input.m
....\signed_distance.m
....\solver.asv
....\solver.m
....\tricheck.m
....\viewmatrix.m
Report.doc
Results
.......\displacement.txt
.......\element.txt
.......\node.txt
.......\s
Trash
.....\mylevelset.txt
.....\New Text Document.txt
.....\phu.levelset.txt
.....\temp.m
.....\test.asv
.....\test.m
.....\test2.asv
.....\test2.m
.....\test3.asv
.....\test3.m
XFEM1_0
.......\Input
.......\.....\2element.k
.......\.....\bnfile.tmp
.......\.....\Copy of default.k
.......\.....\Copy of phu.k
.......\.....\default.k
.......\.....\default1.k
.......\.....\lspost.cfile
.......\.....\lspost.msg
.......\.....\phu.k
.......\.....\phu2.k
.......\.....\phu3.k
.......\.....\phu_old.k
.......\.....\tension5.k
.......\pathdef.m
.......\PostProc
.......\........\plot_mesh.m
.......\........\postproc.asv
.......\........\postproc.m
.......\........\Results
.......\........\.......\element.txt
.......\........\.......\node.txt
.......\........\.......\s
.......\........\show2dmesh.m
.......\........\Xshow2dmesh.m
.......\PreProc
.......\.......\preproc.m

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