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 24
... plate under constant distri- buted loading is given in the form w ( r ) = ( 4 ) The viscous material parameters in ... Plate It is assumed that the total strains of the every point in the plate consist of three parts , i.e. elastic ...
... plate under constant distri- buted loading is given in the form w ( r ) = ( 4 ) The viscous material parameters in ... Plate It is assumed that the total strains of the every point in the plate consist of three parts , i.e. elastic ...
Page 46
... plates cantilevered from the piles or columns . During a tidal surge or seiche , this adfrozen ice plate is acted upon by a hydrostatic uplift force . A seiche is a phenomenon of normal water level fluctuations under ice covered basins ...
... plates cantilevered from the piles or columns . During a tidal surge or seiche , this adfrozen ice plate is acted upon by a hydrostatic uplift force . A seiche is a phenomenon of normal water level fluctuations under ice covered basins ...
Page 47
... plate around it , see Figure 1 ; whereas in the second stage the method is extended to an ice plate adfrozen to a conglomerate of piles supporting a structure ( See Figure 2 ) . These situations are referred to as CASE 1 and CASE 2 in ...
... plate around it , see Figure 1 ; whereas in the second stage the method is extended to an ice plate adfrozen to a conglomerate of piles supporting a structure ( See Figure 2 ) . These situations are referred to as CASE 1 and CASE 2 in ...
Contents
FATIGUE AND DEFORMATION | 1 |
FRACTURE ASSESSMENT AND ANALYSIS | 37 |
FATIGUE DESIGN AND DETECTION | 73 |
Copyright | |
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analysis angle applied ASME assessment axial behaviour bending calculated cathodic protection corrosion crack growth rate crack propagation crack tip CTOD cycles deformation developed diameter displacement drillpipe dynamic elastic equation experimental factor failure fatigue crack growth fatigue strength ferrite finite element fracture mechanics fracture toughness free span geometry heat hoop stress hydrogen Ice Class increase initial installation J-Lay length limit load material maximum mbar method microstructure modulus nitrogen notch obtained offshore structures OMAE operating parameters pipe pipeline plastic Poisson's ratio predicted pressure ratio repair residual stress S-N curve scour sea ice sea water shielding gas simulated soil sour crude oil specimens steel strain rate stress intensity stress range surface Table Technology temperature tensile tubular joints values wall thickness water depth weld deposit weld metal weld toe weldment size effect wire yield strength Young's modulus