| 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 1.10.8 | Acoustic analysis of a duct with mean flow |
| Section 1.10.9 | Real exterior acoustic eigenanalysis |
| Section 1.10.10 | Coupled exterior acoustic eigenanalysis |
| 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 | Ct-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 |