专题：使用有限元分析的计算固体力学课程的材料-源码

[{"title":"（ 84 个子文件 41.4MB ） 专题：使用有限元分析的计算固体力学课程的材料-源码","children":[{"title":"feacourse-master","children":[{"title":"AxialRod","children":[{"title":"AxialBarFEM_explanation.html <span style='color:#111;'> 743.54KB </span>","children":null,"spread":false},{"title":"AxialBarFEM_simplified2.html <span style='color:#111;'> 210.80KB </span>","children":null,"spread":false},{"title":"plotDisp.m <span style='color:#111;'> 380B </span>","children":null,"spread":false},{"title":"Postprocessing.m <span style='color:#111;'> 515B </span>","children":null,"spread":false},{"title":"AxialBarFEM_explanation.mlx <span style='color:#111;'> 391.62KB </span>","children":null,"spread":false},{"title":"plotStress.m <span style='color:#111;'> 385B </span>","children":null,"spread":false},{"title":"AxialBarFEM_simplified2.mlx <span style='color:#111;'> 95.83KB </span>","children":null,"spread":false},{"title":"elementStiffness.m <span style='color:#111;'> 75B </span>","children":null,"spread":false},{"title":"elementLoad.m <span style='color:#111;'> 202B </span>","children":null,"spread":false},{"title":"elementStrainStress.m <span style='color:#111;'> 121B </span>","children":null,"spread":false}],"spread":true},{"title":"Courses","children":[{"title":"LectureNote.pdf <span style='color:#111;'> 3.51MB </span>","children":null,"spread":false},{"title":"Course1.md <span style='color:#111;'> 1.25KB </span>","children":null,"spread":false},{"title":"IntroNastran.pdf <span style='color:#111;'> 657.55KB </span>","children":null,"spread":false},{"title":"ArchiveFEA.zip <span style='color:#111;'> 9.20MB </span>","children":null,"spread":false},{"title":"Course2.md <span style='color:#111;'> 1.35KB </span>","children":null,"spread":false},{"title":"Course3.md <span style='color:#111;'> 1.42KB </span>","children":null,"spread":false},{"title":"PC3A.pdf <span style='color:#111;'> 439.21KB </span>","children":null,"spread":false},{"title":"Course4.md <span style='color:#111;'> 2.10KB </span>","children":null,"spread":false},{"title":"0.md <span style='color:#111;'> 1B </span>","children":null,"spread":false},{"title":"Recap_1A_2A_SUPAERO.zip <span style='color:#111;'> 10.40MB </span>","children":null,"spread":false}],"spread":true},{"title":"Membrane2D_K","children":[{"title":"Elementarystiffrecmesh.mlx <span style='color:#111;'> 144.23KB </span>","children":null,"spread":false},{"title":".DS_Store <span style='color:#111;'> 6.00KB </span>","children":null,"spread":false},{"title":"Elementarystiffrecmesh.html <span style='color:#111;'> 616.55KB </span>","children":null,"spread":false},{"title":"shapefunction2D.mlx <span style='color:#111;'> 12.40KB </span>","children":null,"spread":false}],"spread":true},{"title":"Correction_Example2","children":[{"title":"Correction_Example2.html <span style='color:#111;'> 487.65KB </span>","children":null,"spread":false},{"title":"testeleve.m <span style='color:#111;'> 3.14KB </span>","children":null,"spread":false},{"title":"Correction_Example2_NoSYM.html <span style='color:#111;'> 222.56KB </span>","children":null,"spread":false},{"title":".DS_Store <span style='color:#111;'> 6.00KB </span>","children":null,"spread":false},{"title":"O.html <span style='color:#111;'> 1B </span>","children":null,"spread":false},{"title":"Correction_Example2.mlx <span style='color:#111;'> 125.10KB </span>","children":null,"spread":false},{"title":"Correction_Example2_NoSYM.mlx <span style='color:#111;'> 97.34KB </span>","children":null,"spread":false}],"spread":true},{"title":"Truss","children":[{"title":"CorrectionTruss.m <span style='color:#111;'> 3.22KB </span>","children":null,"spread":false},{"title":"CorrectionTruss.mlx <span style='color:#111;'> 209.87KB </span>","children":null,"spread":false},{"title":"CorrectionTruss.html <span style='color:#111;'> 383.51KB </span>","children":null,"spread":false}],"spread":true},{"title":"Plate2D_Bending","children":[{"title":"plate_el.mlx <span style='color:#111;'> 106.82KB </span>","children":null,"spread":false},{"title":"plate_el.html <span style='color:#111;'> 582.23KB </span>","children":null,"spread":false}],"spread":true},{"title":".DS_Store <span style='color:#111;'> 10.00KB </span>","children":null,"spread":false},{"title":"Shape_Functions","children":[{"title":"ShapeFunctionP.m <span style='color:#111;'> 518B </span>","children":null,"spread":false},{"title":"ShapeFunction.html <span style='color:#111;'> 105.36KB </span>","children":null,"spread":false},{"title":"ShapeFunction.mlx <span style='color:#111;'> 55.36KB </span>","children":null,"spread":false},{"title":"O.html <span style='color:#111;'> 1B </span>","children":null,"spread":false}],"spread":true},{"title":"K_derivation_Rod","children":[{"title":"K_derivation2_node.mlx <span style='color:#111;'> 4.28KB </span>","children":null,"spread":false},{"title":"K_derivation_rod.mlx <span style='color:#111;'> 74.73KB </span>","children":null,"spread":false},{"title":"O.html <span style='color:#111;'> 1B </span>","children":null,"spread":false},{"title":"K_derivation3_node.m <span style='color:#111;'> 761B </span>","children":null,"spread":false},{"title":"K_derivation3_node.html <span style='color:#111;'> 8.04KB </span>","children":null,"spread":false},{"title":"K_derivation2_node.html <span style='color:#111;'> 82.55KB </span>","children":null,"spread":false},{"title":"K_derivation_rod.html <span style='color:#111;'> 185.76KB </span>","children":null,"spread":false},{"title":"K_derivation2_node.m <span style='color:#111;'> 730B </span>","children":null,"spread":false},{"title":"K_derivation3_node.mlx <span style='color:#111;'> 2.76KB </span>","children":null,"spread":false}],"spread":true},{"title":"K_derivation_Beam","children":[{"title":"K_derivation_rod.mlx <span style='color:#111;'> 74.73KB </span>","children":null,"spread":false},{"title":".DS_Store <span style='color:#111;'> 6.00KB </span>","children":null,"spread":false},{"title":"O.html <span style='color:#111;'> 1B </span>","children":null,"spread":false},{"title":"K_derivation_beamP.html <span style='color:#111;'> 397.84KB </span>","children":null,"spread":false},{"title":"K_derivation_beamP.m <span style='color:#111;'> 1006B </span>","children":null,"spread":false},{"title":"K_derivation_beamP.mlx <span style='color:#111;'> 134.06KB </span>","children":null,"spread":false},{"title":"K_derivation_rod.html <span style='color:#111;'> 185.76KB </span>","children":null,"spread":false}],"spread":true},{"title":"AssignementC2_2018","children":[{"title":"Assignement2_2018_correction.m <span style='color:#111;'> 4.02KB </span>","children":null,"spread":false},{"title":"Assignement2_2018_correction.mlx <span style='color:#111;'> 74.28KB </span>","children":null,"spread":false},{"title":"Assignement2_2018_correction.html <span style='color:#111;'> 169.03KB </span>","children":null,"spread":false},{"title":"AssignementC2_2018.pdf <span style='color:#111;'> 12.02MB </span>","children":null,"spread":false}],"spread":true},{"title":"README.md <span style='color:#111;'> 3.06KB </span>","children":null,"spread":false},{"title":"AssignementC1toC2","children":[{"title":"O.html <span style='color:#111;'> 1B </span>","children":null,"spread":false},{"title":"C1toC2.compressed.pdf <span style='color:#111;'> 379.68KB </span>","children":null,"spread":false},{"title":"Archive.zip <span style='color:#111;'> 2.40KB </span>","children":null,"spread":false}],"spread":true},{"title":"Tutorials","children":[{"title":"C3_tutorial.md <span style='color:#111;'> 359B </span>","children":null,"spread":false},{"title":"C2_tutorial.md <span style='color:#111;'> 1.30KB </span>","children":null,"spread":false},{"title":"C1_tutorial.md <span style='color:#111;'> 1.49KB </span>","children":null,"spread":false},{"title":"C4_tutorial.md <span style='color:#111;'> 360B </span>","children":null,"spread":false}],"spread":false},{"title":"Equivalent_Nodal_force","children":[{"title":"Equivalent_Nodal_forceP.m <span style='color:#111;'> 1.09KB </span>","children":null,"spread":false},{"title":"O.htm <span style='color:#111;'> 1B </span>","children":null,"spread":false},{"title":"Equivalent_Nodal_force.mlx <span style='color:#111;'> 108.26KB </span>","children":null,"spread":false},{"title":"Equivalent_Nodal_force.html <span style='color:#111;'> 321.54KB </span>","children":null,"spread":false}],"spread":false},{"title":"AssignementC3toC4","children":[{"title":"simps.m <span style='color:#111;'> 3.62KB </span>","children":null,"spread":false},{"title":"exo3_2.m <span style='color:#111;'> 58B </span>","children":null,"spread":false},{"title":"gaussQuad.m <span style='color:#111;'> 466B </span>","children":null,"spread":false},{"title":"gaussNodes.m <span style='color:#111;'> 601B </span>","children":null,"spread":false},{"title":"Assignement3_Student.m <span style='color:#111;'> 261B </span>","children":null,"spread":false},{"title":"Class_ExerciceS_MatlabC3toC4_student2018_PDE.pdf <span style='color:#111;'> 1.58MB </span>","children":null,"spread":false},{"title":"legendre.m <span style='color:#111;'> 275B </span>","children":null,"spread":false},{"title":"exo3_1.m <span style='color:#111;'> 57B </span>","children":null,"spread":false},{"title":"gaussQuad2.m <span style='color:#111;'> 1.20KB </span>","children":null,"spread":false},{"title":"O.html <span style='color:#111;'> 1B </span>","children":null,"spread":false},{"title":"Class_ExerciceS_MatlabC1toC4_student2018_PDE.pdf <span style='color:#111;'> 655.03KB </span>","children":null,"spread":false}],"spread":false}],"spread":false}],"spread":true}]