Section 1.1.3 | Composite shells in cylindrical bending |
Section 1.1.7 | Pressurized rubber disc |
Section 1.1.9 | Necking of a round tensile bar |
Section 1.1.10 | Concrete slump test |
Section 1.1.11 | The Hertz contact problem |
Section 1.2.6 | Buckling of a column with general contact |
Section 1.3.3 | Explosively loaded cylindrical panel |
Section 1.3.4 | Free ring under initial velocity: comparison of rate-independent and rate-dependent plasticity |
Section 1.3.7 | Rigid body dynamics with Abaqus/Explicit |
Section 1.3.9 | Pipe whip simulation |
Section 1.3.10 | Impact of a copper rod |
Section 1.3.11 | Frictional braking of a rotating rigid body |
Section 1.3.12 | Compression of cylindrical shells with general contact |
Section 1.3.13 | Steady-state slip of a belt drive |
Section 1.3.15 | Truss impact on a rigid wall |
Section 1.3.16 | Plate penetration by a projectile |
Section 1.3.17 | Oblique shock reflections |
Section 1.6.2 | Freezing of a square solid: the two-dimensional Stefan problem |
Section 1.6.3 | Coupled temperature-displacement analysis: one-dimensional gap conductance and radiation |
Section 1.6.4 | Quenching of an infinite plate |
Section 1.7.1 | Eulerian analysis of a collapsing water column |
Section 1.7.2 | Deflection of an elastic dam under water pressure |
Section 1.11.3 | Acoustic radiation impedance of a sphere in breathing mode |
Section 1.11.4 | Acoustic-structural interaction in an infinite acoustic medium |
Section 1.11.5 | Acoustic-acoustic tie constraint in two dimensions |
Section 1.11.6 | Acoustic-acoustic tie constraint in three dimensions |
Section 1.12.1 | Indentation with different materials |
Section 1.12.2 | Wave propagation with different materials |
Section 1.12.3 | Adaptivity patch test with different materials |
Section 1.12.4 | Wave propagation in a shock tube |
Section 1.12.5 | Propagation of a compaction wave in a shock tube |
Section 1.12.6 | Advection in a rotating frame |
Section 1.12.7 | Water sloshing in a pitching tank |
Section 1.14.1 | One-dimensional underwater shock analysis |
Section 1.14.2 | The submerged sphere problem |
Section 1.14.3 | The submerged infinite cylinder problem |
Section 1.14.4 | The one-dimensional cavitation problem |
Section 1.14.5 | Plate response to a planar exponentially decaying shock wave |
Section 1.14.6 | Cylindrical shell response to a planar step shock wave |
Section 1.14.7 | Cylindrical shell response to a planar exponentially decaying shock wave |
Section 1.14.8 | Spherical shell response to a planar step wave |
Section 1.14.9 | Spherical shell response to a planar exponentially decaying wave |
Section 1.14.10 | Spherical shell response to a spherical exponentially decaying wave |
Section 1.14.11 | Air-backed coupled plate response to a planar exponentially decaying wave |
Section 1.14.12 | Water-backed coupled plate response to a planar exponentially decaying wave |
Section 1.14.13 | Coupled cylindrical shell response to a planar step wave |
Section 1.14.14 | Coupled spherical shell response to a planar step wave |
Section 1.14.15 | Fluid-filled spherical shell response to a planar step wave |
Section 1.14.16 | Response of beam elements to a planar wave |
Section 1.15.4 | Limit load calculations with granular materials |
Section 1.15.5 | Finite deformation of an elastic-plastic granular material |
Section 2.2.1 | Wave propagation in an infinite medium |
Section 2.3.1 | The barrel vault roof problem |
Section 2.3.2 | The pinched cylinder problem |
Section 2.3.3 | The pinched sphere problem |
Section 2.3.4 | Skew sensitivity of shell elements |
Section 2.3.5 | Performance of continuum and shell elements for linear analysis of bending problems |
Section 2.3.7 | Analysis of a twisted beam |
Section 2.3.12 | Shell bending under a tip load |
Section 2.3.13 | Variable thickness shells and membranes |
Section 2.3.14 | Transient response of a shallow spherical cap |
Section 2.3.15 | Simulation of propeller rotation |
Section 2.5.1 | Fluid filled rubber bladders |
Section 2.7.1 | Delamination analysis of laminated composites |
Section 3.1.2 | Transient thermal loading of a viscoelastic slab |
Section 3.1.6 | Rubber under uniaxial tension |
Section 3.1.7 | Anisotropic hyperelastic modeling of arterial layers |
Section 3.2.3 | One-way reinforced concrete slab |
Section 3.2.7 | Simple tests on a crushable foam specimen |
Section 3.2.9 | Biaxial tests on gray cast iron |
Section 3.2.10 | Indentation of a crushable foam plate |
Section 3.2.11 | Notched unreinforced concrete beam under 3-point bending |
Section 3.2.12 | Mixed-mode failure of a notched unreinforced concrete beam |
Section 3.2.16 | Pressurization of a thick-walled cylinder |
Section 3.2.17 | Stretching of a plate with a hole |
Section 3.2.18 | Pressure on infinite geostatic medium |
Section 4.2.1 | LE1: Plane stress elements—elliptic membrane |
Section 4.2.2 | LE2: Cylindrical shell bending patch test |
Section 4.2.3 | LE3: Hemispherical shell with point loads |
Section 4.2.5 | LE5: Z-section cantilever |
Section 4.2.6 | LE6: Skew plate under normal pressure |
Section 4.2.7 | LE7: Axisymmetric cylinder/sphere under pressure |
Section 4.2.8 | LE8: Axisymmetric shell under pressure |
Section 4.2.10 | LE10: Thick plate under pressure |
Section 4.3.2 | T2: One-dimensional heat transfer with radiation |
Section 4.3.3 | T3: One-dimensional transient heat transfer |
Section 4.3.4 | T4: Two-dimensional heat transfer with convection |
Section 4.5.3 | Test 5T: Deep simply supported beam: transient forced vibration |
Section 4.5.7 | Test 13T: Simply supported thin square plate: transient forced vibration |
Section 4.5.11 | Test 21T: Simply supported thick square plate: transient forced vibration |
Section 4.9.1 | R0031(1): Laminated strip under three-point bending |
Section 4.9.2 | R0031(2): Wrapped thick cylinder under pressure and thermal loading |
Section 4.9.3 | R0031(3): Three-layer sandwich shell under normal pressure loading |