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 36
... normal weld X improved overall weld X 1 1 1 1 2 5 3 456 8 6 2 3 456 8 7 10 10 10 Number of cycles ( N3 ) ---- > Comparison on basis nominal stress range . 7 6.5 σ ) 5 A ო 2 4.8 × Improved overall weld shape Normal profile ( average ...
... normal weld X improved overall weld X 1 1 1 1 2 5 3 456 8 6 2 3 456 8 7 10 10 10 Number of cycles ( N3 ) ---- > Comparison on basis nominal stress range . 7 6.5 σ ) 5 A ო 2 4.8 × Improved overall weld shape Normal profile ( average ...
Page 591
... normal and high - strength concrete in the temperature range of + 20 ° C to -70 ° C ( + 68 ° F to -94 ° F ) . Test results show that concrete compressive , local bond , and splitting tensile strength , Young's modulus , and Poisson's ...
... normal and high - strength concrete in the temperature range of + 20 ° C to -70 ° C ( + 68 ° F to -94 ° F ) . Test results show that concrete compressive , local bond , and splitting tensile strength , Young's modulus , and Poisson's ...
Page 592
... normal and the high - strength concrete the compressive strength increases uniformly as the temperature decreases because of the formation of ice in the pore spaces in cement ( paste matrix ) which enhance the concrete strength ...
... normal and the high - strength concrete the compressive strength increases uniformly as the temperature decreases because of the formation of ice in the pore spaces in cement ( paste matrix ) which enhance the concrete strength ...
Contents
THICKNESS EFFECTS | 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 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 reheated 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