Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3; Volume 7, Part 3American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 158
... load , a series of studies were conducted always using the coarse mesh , changing the length of the chord and ... Load , kips 70 60 50 20 10 0.0 0.1 W / O End Plate W / End Plate 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 Deflection , inches ...
... load , a series of studies were conducted always using the coarse mesh , changing the length of the chord and ... Load , kips 70 60 50 20 10 0.0 0.1 W / O End Plate W / End Plate 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 Deflection , inches ...
Page 159
... load - deflection curve similar to that obtained under compression . When both nonlinearities are included there is ... Load , kips 250 200 150 100 59 50 0.0 0.1 0.2 0.3 0.4 0.5 0.6 Deflection , in . ( a ) W / O End Plate W / End Plate ...
... load - deflection curve similar to that obtained under compression . When both nonlinearities are included there is ... Load , kips 250 200 150 100 59 50 0.0 0.1 0.2 0.3 0.4 0.5 0.6 Deflection , in . ( a ) W / O End Plate W / End Plate ...
Page 300
... load than the load , Fo at which pop - in initiation occurred . B - TYPE POP - IN : the load may increase after the pop - in arrest , but never reaches the level of the pop - in initiation load , Fp . The spe- cimen which shows the B ...
... load than the load , Fo at which pop - in initiation occurred . B - TYPE POP - IN : the load may increase after the pop - in arrest , but never reaches the level of the pop - in initiation load , Fp . The spe- cimen which shows the B ...
Contents
ADVANCED COMPOSITES | 1 |
PAS2tm | 9 |
OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 24 |
Copyright | |
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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