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 9
DETERMINATION OF RECOVERY LENGTH IN SPIRAL STRANDS Mohammed Raoof Department of Civil Engineering Loughborough University of Technology Loughborough , United Kingdom Ivana Kraincanic School of Architecture and Civil Engineering South ...
DETERMINATION OF RECOVERY LENGTH IN SPIRAL STRANDS Mohammed Raoof Department of Civil Engineering Loughborough University of Technology Loughborough , United Kingdom Ivana Kraincanic School of Architecture and Civil Engineering South ...
Page 10
Obviously , multiple wire breaks in a relatively short length of the cable may have a significant influence on the ... determination of recovery length of individual internal wires . j interval number INTRODUCTION There is currently a ...
Obviously , multiple wire breaks in a relatively short length of the cable may have a significant influence on the ... determination of recovery length of individual internal wires . j interval number INTRODUCTION There is currently a ...
Page 15
3 16.4mm 39mm ( a ) X 41mm 2 2 45mm Recovery length 1 pitch 51mm Recovery length 1 pitch X 52mm DODIC 1 O 63mm QIO 127mm * 164mm 0 10 184mm 20 30 0 + 10 20 30 Lay angle ( deg ) Lay angle ( deg ) Fig . 6 Fitted curve to data points for ...
3 16.4mm 39mm ( a ) X 41mm 2 2 45mm Recovery length 1 pitch 51mm Recovery length 1 pitch X 52mm DODIC 1 O 63mm QIO 127mm * 164mm 0 10 184mm 20 30 0 + 10 20 30 Lay angle ( deg ) Lay angle ( deg ) Fig . 6 Fitted curve to data points for ...
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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 |