Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 285
INTRODUCTION a or Because the hydrotest develops stresses in excess of the yield stress in the region surrounding a defect , inelastic effects on defect growth , during as well as following a hydrotest , should be considered .
INTRODUCTION a or Because the hydrotest develops stresses in excess of the yield stress in the region surrounding a defect , inelastic effects on defect growth , during as well as following a hydrotest , should be considered .
Page 287
The results in Figure 2a present the monotonic stress - strain curve obtained from strain controlled longitudinal flattened - strap specimens . Also shown in Figure 2 are trends that represent the resistance of a specific X52 steel when ...
The results in Figure 2a present the monotonic stress - strain curve obtained from strain controlled longitudinal flattened - strap specimens . Also shown in Figure 2 are trends that represent the resistance of a specific X52 steel when ...
Page 384
2 STRESS kgf / mm 60 STRAIGTH - OFF FAILURE STRESS - 57.3 kgf / mm ( 562 mpa ) 30 20 10 12 24 36 48 60 TIME , hours Figure 5 : Comparison of straight off failure stress and sustained load failure stress . - MICRO AMPERES PER CM 100 10 ...
2 STRESS kgf / mm 60 STRAIGTH - OFF FAILURE STRESS - 57.3 kgf / mm ( 562 mpa ) 30 20 10 12 24 36 48 60 TIME , hours Figure 5 : Comparison of straight off failure stress and sustained load failure stress . - MICRO AMPERES PER CM 100 10 ...
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Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
Copyright | |
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Common terms and phrases
analysis applied assumed bending bottom buckling bundle calculated caused coefficient Conference considered construction cost crack dependent depth determined developed diameter direction displacement effect Engineering equation experiments factor failure field Figure flow force function geometry given heat horizontal hydrogen included increase indicated initial installation internal length lift force limit load lower material maximum measured Mechanics metal method monitoring movement natural obtained occur Offshore operation parameters pass pipe pipeline position possible predicted present pressure problem procedure production ratio reduced REFERENCES reliability repair Research resistance response scour seabed separator shown shows simulation soil solution span steel strength stress structural surface Table temperature term tion tool velocity vertical vibration wave weight welding zone
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Export Citation | BiBTeX EndNote RefMan |