Stress Analysis of Pipe Penetrations in Spherical Shells |
Contents
A RADIAL LOAD APPLIED AXIALLY TO THE PIPE | 5 |
AN EXTERNAL MOMENT ACTING ON PIPE | 15 |
FIGURES | 25 |
1 other sections not shown
Common terms and phrases
additional subscript axial symmetry bei sp bei'm bei'n bei's bei'u bein beisp bending moment bending moments ber sp ber'm ber'u beru Bijlaard's C₁ C₁₂ C3 ker CONDITIONS OF CONTINUITY CONTINUITY AND EQUILIBRIUM coordinate for cylindrical Cornell University CORNELL UNIVERSITY LIBRARY Cyker'n cylindrical shell pipe Cz kei Sp deflection derived equa Equation 3a Equations 18 Equations 50 F₁ flexural rigidity force in cylindrical force in spherical given by Equations H₁ H₂ hand side Hence inserting the values kei'n kei's kei'u keilm keilu keim Ker'm ker'n ker's Ker'u kerm kern keru membrane force middle surface n'ker'n obtained pad and pipe pad and shell pad or shell pad plate pipe penetrating Qx Mx RADIAL LOAD Reference 14 Region Region II reinforcing pad spherical shell spherical vessel stress thesis transverse shear force unknown constants