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Keywords: design formulae
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Proceedings Papers
A Study On Effects of Initial Deflection On Ultimate Strength of Ring-stiffened Cylindrical Structure Under External Hydrostatic Pressure
Available to Purchase
Paper presented at the The Thirteenth International Offshore and Polar Engineering Conference, May 25–30, 2003
Paper Number: ISOPE-I-03-390
... ABSTRACT In this paper, design formulae of local and global mode ultimate strength currently available are reviewed and evaluated based on the results of finite element analysis, considering their capabilities of accounting for effects of initial hull deflection and variation of hull thickness...
Proceedings Papers
Local Buckling of UOE And Seamless Steel Pipes
Available to Purchase
Paper presented at the The Eleventh International Offshore and Polar Engineering Conference, June 17–22, 2001
Paper Number: ISOPE-I-01-143
... the best design formulae and appropriate safety factors. An overview is given of the bending tests on three 20-inch UOE manufactured pipes and one seamless pipe with D/t ratios 45, 27, 22 and 29. The main results of the statistical and probabilistic evaluations are presented. The factors that govern...
Proceedings Papers
Collapse of UOE Manufactured Steel Pipes
Available to Purchase
Paper presented at the The Tenth International Offshore and Polar Engineering Conference, May 28–June 2, 2000
Paper Number: ISOPE-I-00-138
... of pipes have been collected in a database and compared with the available design formulae. Design formulations for collapse with appropriate safety factors, calibrated against experimental and numerical models using probahilistic methods, have been selected for the practical range of design situations...
Proceedings Papers
Ultimate Deformation Criteria For Uniplanar Connections Between I-Beams And RHS Columns Under In-Plane Bending
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Paper presented at the The Fourth International Offshore and Polar Engineering Conference, April 10–15, 1994
Paper Number: ISOPE-I-94-272
... and recommendations. INTRODUCTION From the analytical models and currently available design Formulae. It is clear that the strength of connections between I-beams and RHS columns loaded by In-plane bending is mainly related to the non-dimensional geometrical parameters, among others ß(width ratio between I-beam...
