VERIFICATION EXAMPLES FOR SCADA Pro

Software Verification Examples for SCADA Pro 22 A3. Static Analysis of Plate Structures under Transverse Loading A3.1. Rectangular Plate Problem Description A two dimensional square plate, subjected to vertical loading is examined (Figure A3.1.1). Geometry, Properties and Loads The plate of dimensions 5.00m x 5.00m has 20cm thickness. Material is concrete with modulus of Elasticity E=29 GPa and Poisson Ratio ν=0.20. Three cases of loading and boundary conditions are examined. According to the first one (Load Case 1), plate is subjected to its self-weight (ε c =25.0kN/m 3 ) plus 2kN/m 2 uniformly distributed load and its boundary is fixed. In the second case (Load Case 2), plate is subjected to its self-weight (ε c =25.0kN/m 3 ) plus 2kN/m 2 uniformly distributed load and its boundary is simply supported. Finally, according to the third case (Load Case 3), plate is subjected to its self- weight (ε c =25.0kN/m 3 ) plus a concentrated load of 100kN applied at the middle point of the plate, while all plate is elastically supported on ground with stiffness 5000kN/m 3 . (400 Plate Finite Elements) Figure A3.1.1. Rectangular Plate examined for three cases of boundary conditions and loading. Assumptions During analysis, Kirchhoff theory of plates has been adopted. Technical Features in ScadaPro Tested  Analysis of plate elements  Plate elements under transverse loading