Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 7, Part 3American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 80
Page 419
... base metal and HAZ , represented by a single - cyc- le- and a double - cycle - weld - simulation , can also be ... base metal are equal and very low with -90 ° C . For the HAZ T. is -60 ° C . 27J which is defined as the tempera- TCVNmax ...
... base metal and HAZ , represented by a single - cyc- le- and a double - cycle - weld - simulation , can also be ... base metal are equal and very low with -90 ° C . For the HAZ T. is -60 ° C . 27J which is defined as the tempera- TCVNmax ...
Page 527
... base metal deviated fracture of certain speci- mens above this temperature normalized bage metal sot 283 water quenched base metal 1 -80 -60 -40 -20 0 20 LO 60 80 100 T ( ° C ) a ) Condition 1 Y. $ 590 MPO Y.S.020 MPO E Y.S .590MPO 100 ...
... base metal deviated fracture of certain speci- mens above this temperature normalized bage metal sot 283 water quenched base metal 1 -80 -60 -40 -20 0 20 LO 60 80 100 T ( ° C ) a ) Condition 1 Y. $ 590 MPO Y.S.020 MPO E Y.S .590MPO 100 ...
Page 528
... base metal ' 0 oil quenched ¡ base metal -25 normalized d -50 -75 base metal -700 700 1 2 3 5 7 10 20 50 100 200 500 ( s ) At 300 0,5 الميليا 800 as a 1 2 3 57 10 20 50 100 ( s ) At 00 FIG . 7 Transition temperature at the 28 J level in ...
... base metal ' 0 oil quenched ¡ base metal -25 normalized d -50 -75 base metal -700 700 1 2 3 5 7 10 20 50 100 200 500 ( s ) At 300 0,5 الميليا 800 as a 1 2 3 57 10 20 50 100 ( s ) At 00 FIG . 7 Transition temperature at the 28 J level in ...
Contents
ADVANCED COMPOSITES | 1 |
PAS2tm | 9 |
OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 24 |
Copyright | |
38 other sections not shown
Other editions - View all
Common terms and phrases
abrasion addition analysis applied assessment base behaviour brittle carbon carried Charpy chemical chord compared composition concrete considered cooling critical CTOD curves cycle defect depth developed direction distribution effect element energy Engineering examined fabrication factor failure fatigue crack ferrite Figure fracture fracture mechanics fracture toughness fusion geometry grain growth hardness heat input higher impact increase indicated initiation joint length loading lower material maximum measured Mechanics method microstructures normal notch observed obtained occur offshore structures parameters performed plate position practice present pressure problem procedure production properties PWHT range reduced regions respectively sampled shown shows simulated specification specimens steel steel plates stiffeners strain strength stress structures surface Table temperature tensile thermal thickness toughness treatment tubular joints values weld metal welded joints yield zone