Abaqus/Explicit

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