The following 218 Verification Examples are documented in the Verification Manuals to verify and demonstrate the usage of the SOLVIA System. Each example is documented in detail with complete input data and all produced plots. The results are in almost all cases compared with analytical solutions or experimental results.
A large number of further examples has also been used in the verification of the SOLVIA System.
A1 |
Thick cylinder under internal pressure |
A2 |
Axisymmetric shell under internal pressure |
A3 |
Simply supported circular plate under pressure load |
A4 |
Circular cylindrical shell under pressure load |
A5 |
Circular cylindrical shell under line load, SHELL |
A6 |
Circular cylindrical shell under line load, PLATE |
A7 |
Cantilever beam under tip loads, BEAM element |
A8 |
Cantilever beam under tip loads, ISOBEAM element |
A9 |
Pinched circular ring, ISOBEAM elements |
A10 |
Pinched circular ring, BEAM elements |
A11 |
Curved beam under out-of-plane load, ISOBEAM elements |
A12 |
Curved beam under out-of-plane load, BEAM elements |
A13 |
Cantilever trUSS structure under concentrated load |
A14 |
Cantilever under distributed load using skew systems, PLANE STRESS |
A15 |
Cantilever under distributed load using skew systems, PLANE STRAIN |
A16 |
Cantilever under distributed load using skew systems, SOLID |
A17 |
Cantilever under distributed load using skew systems, BEAM |
A18 |
Cantilever under distributed load using skew systems, ISOBEAM |
A19 |
Cantilever under distributed load using skew systems, PLATE |
A20 |
Cantilever under distributed load using skew systems, SHELL |
A21 |
Planar TRUSS |
A22 |
Tapered cantilever under tip load |
A23 |
Stiffened plate cantilever under tip load |
A24 |
Analysis of spherical dome under self weight |
A25 |
Clamped square plate under pressure load |
A26 |
Material damping in modal superposition |
A27 |
Simply supported square plate under pressure load |
A28 |
Plate under uniform twisting |
A29 |
Edge bending and twisting of a triangular plate on corner supports |
A30 |
Scordelis-Lo cylindrical roof, cubic SHELL |
A31 |
Scordelis-Lo cylindrical roof, PLATE |
A32 |
Pinched cylindrical shell, SHELL elements |
A33 |
Pinched cylindrical shell, PLATE elements |
A34 |
Analysis of concentric fluid-filled cylinders |
A35 |
Z-section cantilever under distributed edge load |
A36 |
Cylindrical pressure vessel with hemispherical ends |
A37 |
Frequency analysis of cantilever with off-center masses |
A38 |
Simply supported skew plate under pressure load |
A39 |
Orthotropic plate under pressure load |
A40 |
Hemispherical shell under point loads |
A41 |
Beam on elastic foundation |
A42 |
Perforated tension strip |
A43 |
Fracture mechanics analysis of a tensile specimen |
A44 |
Fundamental frequency of cantilever, PLANE STRESS |
A45 |
Fundamental frequency of cantilever, PLANE STRAIN |
A46 |
Fundamental frequency of cantilever, SOLID |
A47 |
Fundamental frequency of cantilever, BEAM |
A48 |
Fundamental frequency of cantilever, ISOBEAM |
A49 |
Fundamental frequency of cantilever, PLATE |
A50 |
Fundamental frequency of cantilever, SHELL |
A51 |
Fundamental frequency of a simply supported plate |
A52 |
Wave propagation in a rod |
A53 |
Wave propagation in a water column |
A54 |
Cantilever subjected to ground motion |
A55 |
Cylindrical tube under step loading |
A56 |
Frequencies of a water-filled acoustic cavity |
A57 |
Thick-walled curved beam under end load |
A58 |
Beam subjected to a travelling load |
A59 |
Frequencies of a clamped thin rhombic plate |
A40 |
transient heat conduction in a semi-infinite solid |
A61 |
Steady-state heat conduction in a square column |
A62 |
Steady-state heat conduction in hollow cylinder |
A63 |
Change in electric potential due to crack growth |
A64 |
Thermal eigenvalues and mode shapes |
A65 |
Torsional shear stress in a T-section beam |
A66 |
Fundamental frequency of a cantilever, 4-node SHELL |
A67 |
Scordelis-Lo cylindrical roof, 4-node SHELL |
A68 |
Analysis of a flanged elbow |
A69 |
Analysis of a rotating tubular shaft |
A70 |
Wave propagation in a rod |
A71 |
transient analysis of a corner (Backward-Euler) |
A72 |
transient analysis of a corner (trapezoidal rule) |
A73 |
Semi-infinite region subjected to constant heat flux |
A74 |
Heat generation in semi-infinite solid (trapezoidal) |
A75 |
Heat generation in semi-infinite solid (Forward-Euler) |
A76 |
Response spectrum analysis of a simply supported beam |
A77 |
Harmonic response of a two-degree-of-freedom system |
A78 |
Response spectrum of two load pulses |
A79 |
Earthquake excitation of a beam structure, floor response spectra |
A80 |
Case-combinations with different boundary conditions |
A81 |
Harmonic response of a simply supported beam |
A82 |
Stiffened plate cantilever under tip moment |
A83 |
Frequency analysis of a torsion spring system |
A84 |
Two-dimensional heat transfer with convection |
A85 |
Harmonic vibration of a damped plate |
A86 |
Harmonic response of a damped two-degree-of-freedom system |
A87 |
Modal combination methods in response spectrum analysis |
A88 |
Simply supported beam conditions using the end release option |
A89 |
Laminated strip |
A90 |
Sandwich shell |
A91 |
Laminated square plate under normal pressure |
A92 |
Dynamic analysis of a beam |
A93 |
Mode superposition analysis of a beam |
A94 |
Orthotropic cylinder under internal pressure |
A95 |
Material damping in complex-harmonic analysis |
A96 |
Frequencies of a beam with U cross-section |
A97 |
Segment of a pipe partly filled with water |
A98 |
Pipe joint |
A99 |
Cantilever beam, standard T cross-section |
A100 |
Frequency analysis of a spherical dome, PLANE STRESS3 |
A101 |
Dynamic excitation of a beam structure |
A102 |
Conditional case combinations for a multispan beam |
A103 |
Dynamic analysis of concentric fluid-filled cylinders |
A104 |
Circular and quadratic cylinders in fluid cavity (PDF) |
A105 |
Beam properties and stress factors for a box shaped bridge section |
A106 |
Box-girder bridge, BEAM elements with user section |
A107 |
Box-girder bridge, SOLID elements |
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A108 |
Shear stresses in rectangular and circular beam sections |
A109 |
Four span bridge post-tensioned with tendons |
A110 |
Dynamic water pressures against a dam, Westergaard (PDF) |
A111 |
Complex-harmonic analysis of a concrete dam (PDF)
|
A112 |
Earthquake excitation of a concrete dam (PDF)
|
A113 |
Mode superposition with static correction |
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B1 |
Elastic-plastic analysis of TRUSS structure |
B2 |
Large amplitude oscillation of a pendulum |
B3 |
Elastic buckling of a cylindrical panel |
B4 |
Elastic buckling of an imperfect square plate |
B5 |
Cantilever beam in creep |
B6 |
Pipe whip analysis, direct integration solution |
B7 |
Pipe whip analysis, mode superposition |
B8 |
Cyclic loading of plastic truss, isotropic hardening |
B9 |
Cyclic loading of plastic truss, kinematic hardening |
B10 |
Cable under gravity load |
B11 |
Rubber sheet in large strain analysis |
B12 |
Large displacement analysis of a spherical shell |
B13 |
Elastic-plastic analysis of a thick-walled cylinder |
B14 |
Thermo-plastic analysis of a thick-walled cylinder |
B15 |
Cyclic creep analysis of a thick-walled cylinder |
B16 |
Large displacement analysis of a plate |
B17 |
Thermo-elastic analysis of a cantilever beam |
B18 |
Analysis of an underground opening |
B19 |
Reinforced concrete beam, PLANE StrESS |
B20 |
Concrete material curves in compression |
B21 |
Large deflection analysis of a shallow arch |
B21 |
Eight-story building subjected to impact load |
B23 |
Analysis of a sand specimen under compression |
B24 |
Cantilever under large displacements, SHELL |
B25 |
Cantilever under large displacements, PLATE |
B26 |
Plastic cantilever under pure bending, SHELL |
B27 |
Plastic cantilever under pure bending, PLATE |
B28 |
transient temperature analysis of a slab |
B29 |
transient temperature analysis of a space shuttle |
B30 |
Solidification of a semi-infinite slab of liquid |
B31 |
Solidification of a corner region |
B32 |
Excavation of a tunnel |
B33 |
Cable/frame structure with cable failure |
B34 |
Elastic-plastic cantilever plate under end moment |
B35 |
Cracking in a steel-lined concrete cylinder |
B36 |
Dynamic analysis of a plastic spherical cap |
B37 |
Removal and addition of elements, birth/death option |
B38 |
Analysis of temperatures and thermal stresses |
B39 |
Creep analysis of a cantilever |
B40 |
Analysis of snap-through of an arch structure |
B41 |
Snap-back of a bar structure |
B42 |
Nonlinear response of a shallow shell |
B43 |
Linearized buckling analysis of a stiffened plate |
B44 |
Stiffened plate with initial imperfections |
B45 |
Linearized buckling analysis of a circular arch |
B46 |
Linearized buckling analysis of a column |
B47 |
Dynamic restart from static configuration |
B48 |
Cantilever subjected to deformation dependent loading |
B49 |
Plastic analysis of a thick walled cylinder |
B50 |
Thermal buckling of a rectangular plate |
B51 |
Large deflection analysis of a cable structure |
B52 |
Analysis of a cantilever subjected to end moment |
B53 |
Rectangular shaft subjected to twisting moment |
B54 |
Analysis with plastic-multilinear model, isotropic hardening |
B55 |
Analysis with plastic-multilinear model, kinematic hardening |
B56 |
Analysis of Hertz axisymmetric contact problem |
B57 |
Analysis of Hertz plane strain contact problem |
B58 |
Cable around a fast pulley |
B59 |
Dynamic analysis of frictional sliding of a point mass |
B40 |
Collision between a point mass and a rigid surface |
B61 |
Longitudinal impact of two identical bars |
B62 |
Analysis of Hertz dynamic contact problem |
B63 |
Analysis of elastic creep - creep law no. 1 |
B64 |
Analysis of elastic creep - creep law no. 2 |
B65 |
Large displacement analysis of a spherical shell |
B66 |
Analysis of one-dimensional seepage flow |
B67 |
Unconfined seepage flow through a rectangular dam |
B68 |
Unconfined seepage flow through a gravity dam |
B69 |
Semi-infinite region undergoing two phase changes |
B70 |
User-supplied material model (Ramberg-Osgood) |
B71 |
Natural frequencies of a pre-loaded beam |
B72 |
Plastic collapse of a beam structure, pipe section |
B73 |
Plastic collapse of a beam structure, box-section |
B74 |
Analysis of a rubber bushing |
B75 |
Large deflection of a curved elastic cantilever |
B76 |
Initial strain in a curved beam |
B77 |
Temperature gradients in a curved beam |
B78 |
Temperature gradients in a plate |
B79 |
Reinforced concrete beam, ISOBEAM |
B80 |
Reinforced concrete beam, nonlinear-elastic ISOBEAM |
B81 |
Bresler-Scordelis concrete beam |
B82 |
Compression of a rubber o-ring, PLANE STRAIN |
B83 |
Complex-harmonic analysis of a pre-loaded BEAM |
B84 |
Immersion of a shell structure into water, buoyancy effects |
B85 |
Pure shear of a rubber sheet |
B86 |
In-plane buckling of an unsymmetric deep arch |
B87 |
Lateral buckling of a right-angle frame |
B88 |
Lee's Frame Buckling Problem |
B89 |
Bresler-Scordelis concrete beam, A-2 with stirrups |
B90 |
Compound cylinder |
B91 |
Concrete slab under uniaxial moment, Jain and Kennedy |
B92 |
Tilting-pad journal bearing, rigid pads |
B93 |
Tilting-pad journal bearing, elastic pads |
B94 |
Journal bearing, full Sommerfeld solution |
B95 |
Heat generation in a parallel-surface slider bearing |
B96 |
Tilting-pad journal bearing, elastic pads and shaft |
B97 |
Tilting-pad thrust bearing, spring supported |
B98 |
Sector-shaped thrust bearing, isoviscous oil and rigid pad |
B99 |
Simply supported concrete slab, Jain and Kennedy |
B100 |
Dynamic simulation of a wind power structure (PDF) |
B101 |
Gyroscopic effects on a yawing wind power structure |
B102 |
Lateral buckling of a hinged frame under end moments (PDF) |
B103 |
Large deflection of a U-section cantilever (PDF) |
B104 |
Lateral buckling of a cantilever |
B105 |
Eccentric stiffeners of a thin-walled structure (PDF)
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