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Software Verification Examples for SCADA Pro
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Fixed and Simply supported boundary conditions
Flexible boundary conditions
Results Comparison
Vertical displacements and bending, twisting moments obtained from ScadaPro analysis are
presented in Tables A3.1.1 and Table A3.1.2 respectively and are compared with those
obtained from analytical solution (
Timoshenko, S. and Woinowsky-Krieger, S., 1959. Theory
of Plates and Shells, 2nd ed., McGraw- Hill Book Company, New York
), Sap2000 and
Abaqus results
.
Moreover, in Figures A3.1.2, A3.1.3 contourlines of bending moment Mxx
and twisting moment Mxy, respectively, for Load Case 1 (fixed boundary conditions) are
presented.
ScadaPro
Sap2000
Abaqus
Figure A3.1.2. Bending Moment Mxx (kNm/m) for Load Case 1 according to ScadaPro,
Sap2000 and Abaqus Analysis.