Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 403
NGTL ( Nova Gas Transmission Ltd. ) has developed a simple equation to determine the support spacing of sleeper - support . This equation has been extensively used in NGTL's practices and proven to be safe and adequate .
NGTL ( Nova Gas Transmission Ltd. ) has developed a simple equation to determine the support spacing of sleeper - support . This equation has been extensively used in NGTL's practices and proven to be safe and adequate .
Page 435
25 20 15 10 5 0 6 COMPARISON BETWEEN THE PROPOSED LIMIT STATE EQUATION AND CURRENT DESIGN EQUATIONS Based on the interaction curves obtained from the parametric studies , an equation has been adjusted to represent approximately the ...
25 20 15 10 5 0 6 COMPARISON BETWEEN THE PROPOSED LIMIT STATE EQUATION AND CURRENT DESIGN EQUATIONS Based on the interaction curves obtained from the parametric studies , an equation has been adjusted to represent approximately the ...
Page 436
As far as the ultimate interaction equation between external pressure and longitudinal bending strain is concerned , Shell and BSI propose a linear interaction and the others a concave shape as observed from the results for all ...
As far as the ultimate interaction equation between external pressure and longitudinal bending strain is concerned , Shell and BSI propose a linear interaction and the others a concave shape as observed from the results for all ...
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Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 41 |
VOLUME IA OFFSHORE TECHNOLOGY | 97 |
SAFETY AND RELIABILITY | 137 |
Copyright | |
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allowable analysis applied approach approximately assessment associated axial bending buckling calculated cause coating compressive considered corrosion cost criteria critical curvature curve deformation depth described determined diameter displacement distribution effect element Engineering equation factors failure field Figure flow force frequency function given important increase indicated initial inspection installation integrity internal joint length limit load material maximum mean measured Mechanics method movement natural obtained occur Offshore operating parameters performed pipe pipeline possible potential predicted presented pressure properties range reduced reliability representative resistance response risk safety seabed shown shows significant slope soil span specific specimens steel strain strength stress structural subjected surface Table Technology temperature tests thickness uncertainty valve wall wave weld