| 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 | Radial stretching of a cylinder |
| 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 1.3.9 | Pipe whip simulation |
| Section 1.3.14 | Crash simulation of a motor vehicle |
| Section 1.3.15 | Truss impact on a rigid wall |
| 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 view factor calculations |
| Section 1.6.6 | Axisymmetric elemental cavity radiation view factor calculations |
| Section 1.6.7 | Three-dimensional elemental cavity radiation view factor calculations |
| Section 1.6.8 | Radiation analysis of a plane finned surface |
| Section 1.8.1 | Eigenvalue analysis of a piezoelectric cube with various electrode configurations |
| Section 1.8.2 | Modal dynamic analysis for piezoelectric materials |
| Section 1.8.3 | Steady-state dynamic analysis for piezoelectric materials |
| Section 1.8.4 | TEAM 2: Eddy current simulations of long cylindrical conductors in an oscillating magnetic field |
| Section 1.8.5 | TEAM 4: Eddy current simulation of a conducting brick in a decaying magnetic field |
| Section 1.8.6 | TEAM 6: Eddy current simulations for spherical conductors in an oscillating magnetic field |
| Section 1.8.7 | TEAM 13: Three-dimensional nonlinear magnetostatic analysis |
| Section 1.8.8 | Induction heating of a cylindrical rod by an encircling coil carrying time-harmonic current |
| Section 1.9.1 | Partially saturated flow in a porous medium |
| Section 1.9.2 | Demand wettability of a porous medium: coupled analysis |
| Section 1.9.3 | Wicking in a partially saturated porous medium |
| Section 1.9.4 | Desaturation in a column of porous material |
| Section 1.10.1 | Thermomechanical diffusion of hydrogen in a bending beam |
| Section 1.11.1 | A simple coupled acoustic-structural analysis |
| Section 1.11.2 | Analysis of a point-loaded, fluid-filled, spherical shell |
| 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 1.11.7 | A simple steady-state dynamic acoustic analysis |
| Section 1.11.8 | Acoustic analysis of a duct with mean flow |
| Section 1.11.9 | Real exterior acoustic eigenanalysis |
| Section 1.11.10 | Coupled exterior acoustic eigenanalysis |
| Section 1.11.11 | Acoustic scattering from a rigid sphere |
| Section 1.11.12 | Acoustic scattering from an elastic spherical shell |
| Section 1.13.1 | Pull-in of a pipeline lying directly on the seafloor |
| Section 1.13.2 | Near bottom pipeline pull-in and tow |
| Section 1.13.3 | Slender pipe subject to drag: the “reed in the wind” |
| Section 1.14.1 | One-dimensional underwater shock analysis |
| Section 1.14.16 | Response of beam elements to a planar wave |
| Section 1.15.1 | The Terzaghi consolidation problem |
| Section 1.15.2 | Consolidation of a triaxial test specimen |
| Section 1.15.3 | Finite-strain consolidation of a two-dimensional solid |
| Section 1.15.4 | Limit load calculations with granular materials |
| Section 1.15.5 | Finite deformation of an elastic-plastic granular material |
| Section 1.15.6 | The one-dimensional thermal consolidation problem |
| Section 1.15.7 | Consolidation around a cylindrical heat source |
| Section 1.16.1 | Contour integral evaluation: two-dimensional case |
| Section 1.16.2 | Contour integral evaluation: three-dimensional case |
| Section 1.16.3 | Center slant cracked plate under tension |
| Section 1.16.4 | A penny-shaped crack under concentrated forces |
| Section 1.16.5 | Fully plastic J-integral evaluation |
| Section 1.16.6 | Ct-integral evaluation |
| Section 1.16.7 | Nonuniform crack-face loading and J-integrals |
| Section 1.16.8 | Single-edged notched specimen under a thermal load |
| Section 1.17.1 | Analysis of a frame using substructures |
| Section 1.18.1 | Design sensitivity analysis for cantilever beam |
| Section 1.18.2 | Sensitivity of the stress concentration factor around a circular hole in a plate under uniaxial tension |
| Section 1.18.3 | Sensitivity analysis of modified NAFEMS problem 3DNLG-1: Large deflection of Z-shaped cantilever under an end load |
| Section 1.19.1 | Crack propagation of a single-edge notch simulated using XFEM |
| Section 1.19.2 | Crack propagation in a plate with a hole simulated using XFEM |
| Section 1.19.3 | Crack propagation in a beam under impact loading simulated using XFEM |
| Section 1.19.4 | Dynamic shear failure of a single-edge notch simulated using XFEM |
| Section 1.19.5 | Propagation of hydraulically driven fracture using XFEM |
| 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 2.1.5 | Cook's membrane problem |
| 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 | 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 3.1.7 | Anisotropic hyperelastic modeling of arterial layers |
| 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 |
| 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 4.2.4 | LE4: Axisymmetric hyperbolic shell under uniform internal pressure |
| 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 4.2.9 | LE9: Axisymmetric branched shell under pressure |
| Section 4.2.10 | LE10: Thick plate under pressure |
| Section 4.2.11 | LE11: Solid cylinder/taper/sphere—temperature loading |
| Section 4.3.1 | T1: Plane stress elements—membrane with hot-spot |
| 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 4.4.1 | FV2: Pin-ended double cross: in-plane vibration |
| Section 4.4.2 | FV4: Cantilever with off-center point masses |
| Section 4.4.3 | FV12: Free thin square plate |
| Section 4.4.4 | FV15: Clamped thin rhombic plate |
| Section 4.4.5 | FV16: Cantilevered thin square plate |
| Section 4.4.6 | FV22: Clamped thick rhombic plate |
| Section 4.4.7 | FV32: Cantilevered tapered membrane |
| Section 4.4.8 | FV41: Free cylinder: axisymmetric vibration |
| Section 4.4.9 | FV42: Thick hollow sphere: uniform radial vibration |
| Section 4.4.10 | FV52: Simply supported “solid” square plate |
| Section 4.5.1 | Test 5: Deep simply supported beam: frequency extraction |
| Section 4.5.2 | Test 5H: Deep simply supported beam: harmonic forced vibration |
| Section 4.5.3 | Test 5T: Deep simply supported beam: transient forced vibration |
| Section 4.5.4 | Test 5R: Deep simply supported beam: random forced vibration |
| Section 4.5.5 | Test 13: Simply supported thin square plate: frequency extraction |
| Section 4.5.6 | Test 13H: Simply supported thin square plate: harmonic forced vibration |
| Section 4.5.7 | Test 13T: Simply supported thin square plate: transient forced vibration |
| Section 4.5.8 | Test 13R: Simply supported thin square plate: random forced vibration |
| Section 4.5.9 | Test 21: Simply supported thick square plate: frequency extraction |
| Section 4.5.10 | Test 21H: Simply supported thick square plate: harmonic forced vibration |
| Section 4.5.11 | Test 21T: Simply supported thick square plate: transient forced vibration |
| Section 4.5.12 | Test 21R: Simply supported thick square plate: random forced vibration |
| Section 4.6.1 | NL1: Prescribed biaxial strain history, plane strain |
| Section 4.6.2 | NL2: Axisymmetric thick cylinder |
| Section 4.6.3 | NL3: Hardening with two variables under load control |
| Section 4.6.4 | NL4: Snap-back under displacement control |
| Section 4.6.5 | NL5: Straight cantilever with end moment |
| Section 4.6.6 | NL6: Straight cantilever with axial end point load |
| Section 4.6.7 | NL7: Lee's frame buckling problem |
| Section 4.7.1 | Test 1.1: Center cracked plate in tension |
| Section 4.7.2 | Test 1.2: Center cracked plate with thermal load |
| Section 4.7.3 | Test 2.1: Single edge cracked plate in tension |
| Section 4.7.4 | Test 3: Angle crack embedded in a plate |
| Section 4.7.5 | Test 4: Cracks at a hole in a plate |
| Section 4.7.6 | Test 5: Axisymmetric crack in a bar |
| Section 4.7.7 | Test 6: Compact tension specimen |
| Section 4.7.8 | Test 7.1: T-joint weld attachment |
| Section 4.7.9 | Test 8.1: V-notch specimen in tension |
| Section 4.8.1 | Test 1A: 2D plane stress – uniaxial load, secondary creep |
| Section 4.8.2 | Test 1B: 2D plane stress – uniaxial displacement, secondary creep |
| Section 4.8.3 | Test 2A: 2D plane stress – biaxial load, secondary creep |
| Section 4.8.4 | Test 2B: 2D plane stress – biaxial displacement, secondary creep |
| Section 4.8.5 | Test 3A: 2D plane stress – biaxial (negative) load, secondary creep |
| Section 4.8.6 | Test 3B: 2D plane stress – biaxial (negative) displacement, secondary creep |
| Section 4.8.7 | Test 4A: 2D plane stress – biaxial (double) load, secondary creep |
| Section 4.8.8 | Test 4B: 2D plane stress – biaxial (double) displacement, secondary creep |
| Section 4.8.9 | Test 4C: 2D plane stress – shear loading, secondary creep |
| Section 4.8.10 | Test 5A: 2D plane strain – biaxial load, secondary creep |
| Section 4.8.11 | Test 5B: 2D plane strain – biaxial displacement, secondary creep |
| Section 4.8.12 | Test 6A: 3D – triaxial load, secondary creep |
| Section 4.8.13 | Test 6B: 3D – triaxial displacement, secondary creep |
| Section 4.8.14 | Test 7: Axisymmetric – pressurized cylinder, secondary creep |
| Section 4.8.15 | Test 8A: 2D plane stress – uniaxial load, primary creep |
| Section 4.8.16 | Test 8B: 2D plane stress – uniaxial displacement, primary creep |
| Section 4.8.17 | Test 8C: 2D plane stress – stepped load, primary creep |
| Section 4.8.18 | Test 9A: 2D plane stress – biaxial load, primary creep |
| Section 4.8.19 | Test 9B: 2D plane stress – biaxial displacement, primary creep |
| Section 4.8.20 | Test 9C: 2D plane stress – biaxial stepped load, primary creep |
| Section 4.8.21 | Test 10A: 2D plane stress – biaxial (negative) load, primary creep |
| Section 4.8.22 | Test 10B: 2D plane stress – biaxial (negative) displacement, primary creep |
| Section 4.8.23 | Test 10C: 2D plane stress – biaxial (negative) stepped load, primary creep |
| Section 4.8.24 | Test 11: 3D – triaxial load, primary creep |
| Section 4.8.25 | Test 12A: 2D plane stress – uniaxial load, primary-secondary creep |
| Section 4.8.26 | Test 12B: 2D plane stress – uniaxial displacement, primary-secondary creep |
| Section 4.8.27 | Test 12C: 2D plane stress – stepped load, primary-secondary creep |
| 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 |
| Section 4.10.1 | 3DNLG-1: Elastic large deflection response of a Z-shaped cantilever under an end load |
| Section 4.10.2 | 3DNLG-2: Elastic large deflection response of a pear-shaped cylinder under end shortening |
| Section 4.10.3 | 3DNLG-3: Elastic lateral buckling of a right angle frame under in-plane end moments |
| Section 4.10.4 | 3DNLG-4: Lateral torsional buckling of an elastic cantilever subjected to a transverse end load |
| Section 4.10.5 | 3DNLG-5: Large deflection of a curved elastic cantilever under transverse end load |
| Section 4.10.6 | 3DNLG-6: Buckling of a flat plate when subjected to in-plane shear |
| Section 4.10.7 | 3DNLG-7: Elastic large deflection response of a hinged spherical shell under pressure loading |
| Section 4.10.8 | 3DNLG-8: Collapse of a straight pipe segment under pure bending |
| Section 4.10.9 | 3DNLG-9: Large elastic deflection of a pinched hemispherical shell |
| Section 4.10.10 | 3DNLG-10: Elastic-plastic behavior of a stiffened cylindrical panel under compressive end load |