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 586
... concrete ( 62 MPa ) . All the lightweight concretes experienced more wear than the reference NWC concrete ( 48 MPa ) but their rates of wear were not significantly greater than that for the normal weight concrete . The effects of ...
... concrete ( 62 MPa ) . All the lightweight concretes experienced more wear than the reference NWC concrete ( 48 MPa ) but their rates of wear were not significantly greater than that for the normal weight concrete . The effects of ...
Page 591
... concrete under low temperature are important for cold regions engi- neering . This paper summarizes the results of a series of laboratory studies on selected mechanical properties of normal and high - strength concrete in the ...
... concrete under low temperature are important for cold regions engi- neering . This paper summarizes the results of a series of laboratory studies on selected mechanical properties of normal and high - strength concrete in the ...
Page 592
... concrete strength ( Monfore and Lentz , 1962 ) . However , the incremental rate of high - strength concrete is lower than that of the normal strength concrete because of comparatively higher basic strength of the former . Modulus of ...
... concrete strength ( Monfore and Lentz , 1962 ) . However , the incremental rate of high - strength concrete is lower than that of the normal strength concrete because of comparatively higher basic strength of the former . Modulus of ...
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