1 Introduction
2 Solid Mechanics
2.1 Linear Stress Analysis
2.1.1 Cantilever beam with end shear load
2.1.1.1 Objective
2.1.1.2 Geometry Description
2.1.1.3 External Interactions
2.1.1.4 Material Description
2.1.1.5 Method
2.1.1.6 Solution Characteristics
2.1.1.7 Results
2.1.2 Composite cantilever beam with end shear load
2.1.2.1 Objective
2.1.2.2 Geometry Description
2.1.2.3 External Interactions
2.1.2.4 Material Description
2.1.2.5 Method
2.1.2.6 Solution Characteristics
2.1.2.7 Results
2.1.3 Curved beam conforming vs non conforming
2.1.3.1 Objective
2.1.3.2 Geometry Description
2.1.3.3 External Interactions
2.1.3.4 Material Description
2.1.3.5 Method
2.1.3.6 Results
2.1.4 Infinite plate with a hole
2.1.4.1 Objective
2.1.4.2 Geometry Description
2.1.4.3 External Interactions
2.1.4.4 Material Description
2.1.4.5 Method
2.1.4.6 Results
2.1.5 Torsion of a hollow cylinder
2.1.5.1 Objective
2.1.5.2 Geometry Description
2.1.5.3 External Interactions
2.1.5.4 Material Description
2.1.5.5 Method
2.1.5.6 Solution Characteristics
2.1.5.7 Results
2.1.6 Stresses in long pressurized pipe with butt-welded supporting trunnion pipes
2.1.6.1 Objective
2.1.6.2 Geometry Description
2.1.6.3 External Interactions
2.1.6.4 Material Description
2.1.6.5 Method
2.1.6.6 Solution Characteristics
2.1.6.7 Results
2.1.7 Max von Mises stress in realistic cantilever beam
2.1.7.1 Objective
2.1.7.2 Geometry Description
2.1.7.3 External Interactions
2.1.7.4 Material Description
2.1.7.5 Method
2.1.7.6 Solution Characteristics
2.1.7.7 Results
2.1.8 Stress Concentrations: filleted square shoulder of rectangular section
2.1.8.1 Objective
2.1.8.2 Geometry Description
2.1.8.3 External Interactions
2.1.8.4 Material Description
2.1.8.5 Method
2.1.8.6 Solution Characteristics
2.1.8.7 Results
2.1.9 Stiffened plate bending
2.1.9.1 Objective
2.1.9.2 Geometry Description
2.1.9.3 External Interactions
2.1.9.4 Material Description
2.1.9.5 Method
2.1.9.6 Solution Characteristics
2.1.9.7 Results
2.2 Large Deformation
2.2.1 Large and small deformation of composite geometry with material interface connections and merged surfaces
2.2.1.1 Objective
2.2.1.2 Geometry Description
2.2.1.3 External Interactions
2.2.1.4 Material Description
2.2.1.5 Method
2.2.1.6 Solution Characteristics
2.2.1.7 Results
2.2.2 Mooney-Rivlin material verification
2.2.2.1 Objective
2.2.2.2 Geometry Description
2.2.2.3 External Interactions
2.2.2.4 Material Description
2.2.2.5 Method
2.2.2.6 Solution Characteristics
2.2.2.7 Results
2.3 Incompressible Elasticity
2.3.1 Neo-Hookean cylindrical pressure vessel
2.3.1.1 Objective
2.3.1.2 Geometry Description
2.3.1.3 External Interactions
2.3.1.4 Material Description
2.3.1.5 Method
2.3.1.6 Solution Characteristics
2.3.1.7 Results
2.3.2 Convergence of the Stabilized Nearly-Incompressible Formulation for Elastostatics
2.3.2.1 Objective
2.3.2.2 Geometry Description
2.3.2.3 External Interactions
2.3.2.4 Material Description
2.3.2.5 Method
2.3.2.6 Solution Characteristics
2.3.2.7 Results
2.4 Plasticity
2.4.1 J2 plasticity: 3D unit cube with isotropic hardening
2.4.1.1 Objective
2.4.1.2 Geometry Description
2.4.1.3 External Interactions
2.4.1.4 Material Description
2.4.1.5 Method
2.4.1.6 Results
2.5 Mechanical Contact
2.5.1 Interference fit of two pipes
2.5.1.1 Objective
2.5.1.2 Geometry Description
2.5.1.3 External Interactions
2.5.1.4 Material Description
2.5.1.5 Method
2.5.1.6 Solution Characteristics
2.5.1.7 Results
3 Structural Modal Analysis
3.1 Frequency Extraction
3.1.1 Frequency Extraction of Free Circular Plate
3.1.1.1 Objective
3.1.1.2 Geometry Description
3.1.1.3 External Interactions
3.1.1.4 Material Description
3.1.1.5 Method
3.1.1.6 Results
4 References