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 68
Page 347
... values for the MMA weld- ment , Fig . 4. This is due to considerable scattering that may occur with all - weld ... values . On specimens from weld metal only small scatter of the individual values occurred . No differences were found ...
... values for the MMA weld- ment , Fig . 4. This is due to considerable scattering that may occur with all - weld ... values . On specimens from weld metal only small scatter of the individual values occurred . No differences were found ...
Page 521
... values calculated for CA loading are lower than the rms KTH values for VA loading . This is a conservative situation . The major reasons for the observation of larger values under VA loading are : - ( a ) Load interaction effects and ...
... values calculated for CA loading are lower than the rms KTH values for VA loading . This is a conservative situation . The major reasons for the observation of larger values under VA loading are : - ( a ) Load interaction effects and ...
Page 696
... values of the flat specimen decline for the large value of Rm . As was shown earlier , the influence of the stress concentration of the T - joint diminishes in the case of the deep surface crack . It is also seen in Fig . 10 that the ...
... values of the flat specimen decline for the large value of Rm . As was shown earlier , the influence of the stress concentration of the T - joint diminishes in the case of the deep surface crack . It is also seen in Fig . 10 that the ...
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