Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 3-5American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 48
Uplift forces due to adfrozen conditions can exceed the allowable tensile loads of the piles and can also cause failure in the soil surrounding the pile , in the pull out cone mode , provided the soil pile adhesion remains intact .
Uplift forces due to adfrozen conditions can exceed the allowable tensile loads of the piles and can also cause failure in the soil surrounding the pile , in the pull out cone mode , provided the soil pile adhesion remains intact .
Page 95
The maximum allowable working pressure was then limited to 80 % of this mill test pressure . No hydrotesting was required in 1935 but in 1951 a ( nonmandatory ) hydrotest to a maximum of 120 % of the maximum allowable working pressure ...
The maximum allowable working pressure was then limited to 80 % of this mill test pressure . No hydrotesting was required in 1935 but in 1951 a ( nonmandatory ) hydrotest to a maximum of 120 % of the maximum allowable working pressure ...
Page 226
Allowable values are fixed taking into due account the presence of concrete coating . ... And maximum allowable strain in dynamic conditions is even more arbitrary , although it is certainly sound criteria to maintain the working point ...
Allowable values are fixed taking into due account the presence of concrete coating . ... And maximum allowable strain in dynamic conditions is even more arbitrary , although it is certainly sound criteria to maintain the working point ...
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Contents
FATIGUE AND DEFORMATION | 1 |
Determination of Recovery Length in Spiral Strands | 9 |
FRACTURE ASSESSMENT AND ANALYSIS | 37 |
Copyright | |
36 other sections not shown
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Common terms and phrases
analysis applied assessment bending calculated compared composition considered constant corrosion crack growth CTOD curve cycles deformation dependence deposit depth determined developed distribution effect elastic electrode Engineering environment equation experimental factor failure fatigue crack Figure finite element fracture geometry given grain heat higher hydrogen increase indicate initial International joints length limit load lower material mean measured Mechanics method microstructure nitrogen notch observed obtained occur Offshore operating oxygen parameters performed phase pipe plastic plate predictions present pressure problems procedure produced propagation properties protection range ratio reduced region Research residual respectively sea water shown shows simulated specimens standard steel strain strength stress structures surface Table temperature tensile thickness toughness tubular joints values weld metal wire yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 3-5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1994 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791812669, 9780791812662 |
| Export Citation | BiBTeX EndNote RefMan |