Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 3-4American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 477
In Equations ( 5 ) to ( 6 ) , I is the moment of inertia of the uncracked section , which for large R / t is written as : Tables 3 through 6 provide the solutions compiled for all of the cases listed in Table i . Table 3 is the elastic ...
In Equations ( 5 ) to ( 6 ) , I is the moment of inertia of the uncracked section , which for large R / t is written as : Tables 3 through 6 provide the solutions compiled for all of the cases listed in Table i . Table 3 is the elastic ...
Page 29
Table 2. Elastic Properties Temperature ( C ) Young's Modulus ( psi < 10 % ) 5.89 Poisson's Ratio -27.0 0.30 -20.0 3.94 0.30 -10.0 2.42 0.30 - 4.0 1.55 0.30 sheet is loaded suddenly by a landing aircraft , it behaves much like other ...
Table 2. Elastic Properties Temperature ( C ) Young's Modulus ( psi < 10 % ) 5.89 Poisson's Ratio -27.0 0.30 -20.0 3.94 0.30 -10.0 2.42 0.30 - 4.0 1.55 0.30 sheet is loaded suddenly by a landing aircraft , it behaves much like other ...
Page 39
References List of Tables and Figures H Adebar , P. , and Collins , M.P. , " A Consistent Shear Design Model for Concrete ... Tables Table 1 : Summary of CSA Design Criteria Adebar , P. and Collins , M.P. , " Shear Design of Concrete ...
References List of Tables and Figures H Adebar , P. , and Collins , M.P. , " A Consistent Shear Design Model for Concrete ... Tables Table 1 : Summary of CSA Design Criteria Adebar , P. and Collins , M.P. , " Shear Design of Concrete ...
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Contents
WELD METAL AND HAZ PROPERTIES | 1 |
ADVANCES IN STEEL AND WELDING | 65 |
Kapadia Y Adonyi J D Defilippi and W F Domis | 73 |
Copyright | |
36 other sections not shown
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addition alloys analysis applied assessment axial base base metal behaviour bending calculated carried compared composite considered corrosion crack growth CTOD curve cycles defect depth determined distribution effect element energy Engineering equations estimate experimental factor failure fatigue crack Figure fracture function geometry grain hardness heat higher increase indicated initiation input interaction joint length limit load material mean measured mechanical method microstructure notch observed obtained occur offshore parameters performed pipe plastic plate predictions present pressure probability procedure produced properties range ratio region reported Research seal seawater shown shows significant solution specimens steel strain stress stress intensity structures surface Table temperature tensile thickness thread toughness tubular joints values weld metal wire yield strength zone
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 3-4 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1992 |
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