Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 8, Part 3American Society of Mechanical Engineers, 1989 - Arctic regions |
From inside the book
Results 1-3 of 73
Page 49
... plates of various thicknesses . has been found that reducing the attachment thickness to less than half that of the plate mitigates the reduction in fatigue found in 1 : 1 geometry joints of thicknesses . The incorporation of these ...
... plates of various thicknesses . has been found that reducing the attachment thickness to less than half that of the plate mitigates the reduction in fatigue found in 1 : 1 geometry joints of thicknesses . The incorporation of these ...
Page 64
... plate or structure is not sufficiently stiff to support the longitudinal tensile forces , the plate adjacent to the joint line will buckle elastically . Buckling distortion occurs during construction when the fabrication induced forces ...
... plate or structure is not sufficiently stiff to support the longitudinal tensile forces , the plate adjacent to the joint line will buckle elastically . Buckling distortion occurs during construction when the fabrication induced forces ...
Page 483
... plate material yield strength of flyer plate material density of flyer plate material dynamic bend angle mass of flyer plate mass of re - entrant jet r specific pressure = o / to v modified specific pressure P_ 2 explosive loading ...
... plate material yield strength of flyer plate material density of flyer plate material dynamic bend angle mass of flyer plate mass of re - entrant jet r specific pressure = o / to v modified specific pressure P_ 2 explosive loading ...
Contents
MATERIALS TECHNOLOGY | 9 |
The Plate Thickness Effect in Fatigue Predictions and Results A Review of Norwegian Work | 21 |
Thickness Weld Profile and Initial Flaw Considerations for Tubular Joints | 39 |
Copyright | |
54 other sections not shown
Other editions - View all
Common terms and phrases
alloy analysis applied attachment base behaviour bending calculated carried chord compared composite Conference constant corrosion curve cycles depth determined developed distribution element energy Engineering environment equation experimental fabrication failure fatigue strength field Figure fracture fracture mechanics function geometry given grade heat higher improved increase indicates influence initiation input International length levels limited load lower material mean measured mechanics method observed obtained Offshore performed pipe pitting plate predicted present pressure procedure production propagation properties range ratio reduced reference relation reported resistance samples shown shows similar solution specimens standard steel strain strength stress intensity factor structure surface surface crack Table temperature tensile thickness effect toughness tubular joints values wall weld metal weld toe welded joints yield