Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 607
The crack pattern , the failure mode and the collapse load are investigated . Based on the plasticity theory of concrete , analytical method for calculating the ultimate load of shaft under concentrated load is derived .
The crack pattern , the failure mode and the collapse load are investigated . Based on the plasticity theory of concrete , analytical method for calculating the ultimate load of shaft under concentrated load is derived .
Page 610
S2 is the transversal failure surface and is assumed as an isosceles triangle . The angle between the load and si is 21 and that between the load and s2 is 02 . It is difficulty to measure 21 and 22 accurately from the tested specimens ...
S2 is the transversal failure surface and is assumed as an isosceles triangle . The angle between the load and si is 21 and that between the load and s2 is 02 . It is difficulty to measure 21 and 22 accurately from the tested specimens ...
Page 670
SO 1.75 2.00 2.25 .50 Kr / Sr The test results of the 45 burst tests on pip sections were compared with the predictions of tolerable loads or critical loads using the Battelle method ( 8 ) , PD6493-1980 ( 3 ) and CEGB failure route R6 ...
SO 1.75 2.00 2.25 .50 Kr / Sr The test results of the 45 burst tests on pip sections were compared with the predictions of tolerable loads or critical loads using the Battelle method ( 8 ) , PD6493-1980 ( 3 ) and CEGB failure route R6 ...
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Contents
OFFSHORE MECHANICS | 1 |
MATERIALS TECHNOLOGY | 9 |
The Plate Thickness Effect in Fatigue Predictions and Results A Review of Norwegian Work | 21 |
Copyright | |
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Common terms and phrases
alloys analysis applied attachment base behaviour bending calculated carried chord compared composite Conference constant corrosion crack growth curve cycles depth determined developed distribution element energy Engineering environment equation experimental fabrication failure fatigue crack growth fatigue strength field Figure fracture fracture mechanics function geometry given grade heat higher improved increase indicated influence initiation International length load lower material mean measured Mechanics method normal observed obtained Offshore performed pipe pitting plate predicted presented pressure procedure production propagation properties range ratio reduced reference relation reported resistance samples shown shows similar solution specimens standard steel strain strength stress intensity factor stress range structure surface Table temperature tensile thickness effect toughness tubular joints values wall weld metal weld toe welded joints yield
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |