ABAQUS/Standard

Section  1.1.1

Beam/gap example

Section  1.1.2

Analysis of an anisotropic layered plate

Section  1.1.3

Composite shells in cylindrical bending

Section  1.1.4

Thick composite cylinder subjected to internal pressure

Section  1.1.5

Uniform collapse of straight and curved pipe segments

Section  1.1.6

Snap-through of a shallow, cylindrical roof under a point load

Section  1.1.7

Pressurized rubber disc

Section  1.1.8

Uniaxial stretching of an elastic sheet with a circular hole

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  1.1.12

Crushing of a pipe

Section  1.1.13

Analysis of a heterogeneous cube using the iterative linear equation solver

Section  1.2.1

Buckling analysis of beams

Section  1.2.2

Buckling of a ring in a plane under external pressure

Section  1.2.3

Buckling of a cylindrical shell under uniform axial pressure

Section  1.2.4

Buckling of a simply supported square plate

Section  1.2.5

Lateral buckling of an L-bracket

Section  1.3.1

Subspace dynamic analysis of a cantilever beam

Section  1.3.2

Double cantilever elastic beam under point load

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  1.3.5

Large rotation of a one degree of freedom system

Section  1.3.6

Motion of a rigid body in ABAQUS/Standard

Section  1.3.8

Revolute MPC verification: rotation of a crank

Section  1.3.14

Crash simulation of a motor vehicle

Section  1.4.1

Free vibrations of a spherical shell

Section  1.4.2

Eigenvalue analysis of a beam under various end constraints and loadings

Section  1.4.3

Vibration of a cable under tension

Section  1.4.4

Free and forced vibrations with damping

Section  1.4.5

Verification of Rayleigh damping options with direct integration and modal superposition

Section  1.4.6

Eigenvalue analysis of a cantilever plate

Section  1.4.7

Vibration of a rotating cantilever plate

Section  1.4.8

Response spectrum analysis of a simply supported beam

Section  1.4.9

Linear analysis of a rod under dynamic loading

Section  1.4.10

Random response to jet noise excitation

Section  1.4.11

Random response of a cantilever subjected to base motion

Section  1.4.12

Double cantilever subjected to multiple base motions

Section  1.4.13

Analysis of a cantilever subject to earthquake motion

Section  1.4.14

Residual modes for modal response analysis

Section  1.5.1

Steady-state transport analysis

Section  1.5.2

Steady-state spinning of a disk in contact with a foundation

Section  1.6.1

Convection and diffusion of a temperature pulse

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  1.6.5

Two-dimensional elemental cavity radiation viewfactor calculations

Section  1.6.6

Axisymmetric elemental cavity radiation viewfactor calculations

Section  1.6.7

Three-dimensional elemental cavity radiation viewfactor calculations

Section  1.7.1

Eigenvalue analysis of a piezoelectric cube with various electrode configurations

Section  1.7.2

Modal dynamic analysis for piezoelectric materials

Section  1.7.3

Steady-state dynamic analysis for piezoelectric materials

Section  1.8.1

Partially saturated flow in a porous medium

Section  1.8.2

Demand wettability of a porous medium: coupled analysis

Section  1.8.3

Wicking in a partially saturated porous medium

Section  1.8.4

Desaturation in a column of porous material

Section  1.9.1

Thermo-mechanical diffusion of hydrogen in a bending beam

Section  1.10.1

A simple coupled acoustic-structural analysis

Section  1.10.2

Analysis of a point-loaded, fluid-filled, spherical shell

Section  1.10.3

Acoustic radiation impedance of a sphere in breathing mode

Section  1.10.4

Acoustic-structural interaction in an infinite acoustic medium

Section  1.10.5

Acoustic-acoustic tie constraint in two dimensions

Section  1.10.6

Acoustic-acoustic tie constraint in three dimensions

Section  1.10.7

A simple steady-state dynamic acoustic analysis

Section  1.12.1

Pull-in of a pipeline lying directly on the seafloor

Section  1.12.2

Near bottom pipeline pull-in and tow

Section  1.12.3

Slender pipe subject to drag: the “reed in the wind”

Section  1.13.1

One-dimensional underwater shock analysis

Section  1.13.16

Response of beam elements to a planar wave

Section  1.14.1

The Terzaghi consolidation problem

Section  1.14.2

Consolidation of a triaxial test specimen

Section  1.14.3

Finite-strain consolidation of a two-dimensional solid

Section  1.14.4

Limit load calculations with granular materials

Section  1.14.5

Finite deformation of an elastic-plastic granular material

Section  1.15.1

Contour integral evaluation: two-dimensional case

Section  1.15.2

Contour integral evaluation: three-dimensional case

Section  1.15.3

Center slant cracked plate under tension

Section  1.15.4

A penny-shaped crack under concentrated forces

Section  1.15.5

Fully plastic J-integral evaluation

Section  1.15.6

-integral evaluation

Section  1.15.7

Nonuniform crack-face loading and J-integrals

Section  1.15.8

Single-edged notched specimen under a thermal load

Section  1.16.1

Analysis of a frame using substructures

Section  1.17.1

Design sensitivity analysis for cantilever beam

Section  1.17.2

Sensitivity of the stress concentration factor around a circular hole in a plate under uniaxial tension

Section  1.17.3

Sensitivity analysis of modified NAFEMS problem 3DNLG-1: Large deflection of Z-shaped cantilever under an end load

Section  2.1.1

Torsion of a hollow cylinder

Section  2.1.2

Geometrically nonlinear analysis of a cantilever beam

Section  2.1.3

Cantilever beam analyzed with CAXA and SAXA elements

Section  2.1.4

Two-point bending of a pipe due to self weight: CAXA and SAXA elements

Section  2.2.1

Wave propagation in an infinite medium

Section  2.2.2

Infinite elements: the Boussinesq and Flamant problems

Section  2.2.3

Infinite elements: circular load on half-space

Section  2.2.4

Spherical cavity 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  2.3.6

Tip in-plane shear load on a cantilevered hook

Section  2.3.7

Analysis of a twisted beam

Section  2.3.8

Twisted ribbon test for shells

Section  2.3.9

Ribbon test for shells with applied moments

Section  2.3.10

Triangular plate-bending on three point supports

Section  2.3.11

Doubly curved shell elements subjected to uniform thermal loading

Section  2.3.12

Shell bending under a tip load

Section  2.3.13

Variable thickness shells and membranes

Section  2.4.1

Acoustic modes of an enclosed cavity

Section  2.6.1

Dynamic response of a two degree of freedom system

Section  2.6.2

Linear behavior of spring and dashpot elements

Section  2.7.1

Delamination analysis of laminated composites

Section  3.1.1

Viscoelastic rod subjected to constant axial load

Section  3.1.2

Transient thermal loading of a viscoelastic slab

Section  3.1.3

Uniform strain, viscoplastic truss

Section  3.1.4

Fitting of rubber test data

Section  3.1.5

Fitting of elastomeric foam test data

Section  3.2.1

Uniformly loaded, elastic-plastic plate

Section  3.2.2

Test of ORNL plasticity theory under biaxial loading

Section  3.2.3

One-way reinforced concrete slab

Section  3.2.4

Triaxial tests on a saturated clay

Section  3.2.5

Uniaxial tests on jointed material

Section  3.2.6

Verification of creep integration

Section  3.2.7

Simple tests on a crushable foam specimen

Section  3.2.8

Simple proportional and nonproportional cyclic tests

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  3.2.13

Slider mechanism with slip-rate-dependent friction

Section  3.2.14

Cylinder under internal pressure

Section  3.2.15

Creep of a thick cylinder under internal pressure

Section  3.2.17

Stretching of a plate with a hole