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 465
... temperature may be derived on the basis of the assumption that the material constant , m , in the expression for the structural damage varies linearly with the modulus of elasticity for different temperatures ( Figure 8 ) . A member ...
... temperature may be derived on the basis of the assumption that the material constant , m , in the expression for the structural damage varies linearly with the modulus of elasticity for different temperatures ( Figure 8 ) . A member ...
Page 575
... temperature is lower . This increase will be greater in concretes with higher moisture contents and is hardly affected by the strength at room temperature , i.e. mix proportions , curing method , or age of the concrete . For this reason ...
... temperature is lower . This increase will be greater in concretes with higher moisture contents and is hardly affected by the strength at room temperature , i.e. mix proportions , curing method , or age of the concrete . For this reason ...
Page 592
... temperature decreases because of the formation of ice in the pore spaces in cement ( paste matrix ) which enhance ... temperature is much less profound than the increase in compressive strength . It is worth noting that for high ...
... temperature decreases because of the formation of ice in the pore spaces in cement ( paste matrix ) which enhance ... temperature is much less profound than the increase in compressive strength . It is worth noting that for high ...
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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alloy aluminum analysis applied Arctic Engineering ASTM austenite axial base metal behaviour bending brace calculated cathodic protection Charpy chord Conference on Offshore corrosion fatigue crack depth crack growth rate crack initiation crack propagation crevice corrosion CTOD da/dN defects developed energy environment equation experimental fabrication fatigue crack growth fatigue strength fatigue test ferrite Figure fillet welds finite element fracture mechanics fracture toughness geometry grade heat input heat treatment HSLA steels increase influence kJ/cm load material mechanical properties Mechanics and Arctic method microstructure notch obtained Offshore Mechanics offshore structures parameters pipe pitting plate thickness predicted procedure PWHT ratio reduced S-N curves seawater Shoralsim shown in Fig solution specimens Steel in Marine strain stress concentration stress intensity factor stress range submerged arc welding surface crack T-joints Table temperature tensile thickness effect tubular joints values weld metal weld profile weld toe weldability welded joints yield strength