Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 119
... lower resistivity of the sea water mixed concrete can be attributed to thechlorides present in concrete mixed with sea water . From Table 6 it can be observed that the resistivity of the fresh water mixed concrete and sea water mixed ...
... lower resistivity of the sea water mixed concrete can be attributed to thechlorides present in concrete mixed with sea water . From Table 6 it can be observed that the resistivity of the fresh water mixed concrete and sea water mixed ...
Page 447
... lower shelf toughness region which is almost the same among different types of LBZs . The TIRCG will be considered later because tempering is considered to improve toughness considerably . Frequency 10 Experiment 8 ( n = 15 ) 50 al 40 ...
... lower shelf toughness region which is almost the same among different types of LBZs . The TIRCG will be considered later because tempering is considered to improve toughness considerably . Frequency 10 Experiment 8 ( n = 15 ) 50 al 40 ...
Page 571
... Lower Bound 40 Range of Estimated 96 % Lower Bound Values from 1,000 Samples of Size n 30 ( x ) 20 10 0 60 Based on Random Sample ( Predicted LB ) Repeat 1,000 Times 26 Statistical Model TA = Weibull Normal Log Normal 10 16 20 Sample ...
... Lower Bound 40 Range of Estimated 96 % Lower Bound Values from 1,000 Samples of Size n 30 ( x ) 20 10 0 60 Based on Random Sample ( Predicted LB ) Repeat 1,000 Times 26 Statistical Model TA = Weibull Normal Log Normal 10 16 20 Sample ...
Contents
ADVANCED COMPOSITES | 1 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
Low Cost Manufacturing Technology for FireResistant Phenolic Matrix Composites | 21 |
Copyright | |
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applied as-welded ASTM axial load behaviour bending brace calculated components Composite Materials compression concrete Conoco Inc corrosion rate crack depth crack propagation CTOD cycles damage delamination developed elastomer Engineering experimental failure fatigue design fatigue limit fatigue strength fatigue tests finite element analysis forged nodes fracture mechanics fracture toughness geometry hot spot stress intersection laminate Marine matrix maximum mean stress method mode modulus nominal notch obtained offshore structures parameters performance pipe plate thickness platform pre-load predicted pressure principal stress properties pultrusion ratio rebar reinforcement resin resistance ring stiffened riser rubber S-N curve seal shear stress shell elements shown in Figure specimens steel stiffness strain stress analysis stress concentration stress concentration factor stress intensity factor stress range surface crack T-joint Table technique tensile tension thickness effect threaded joint tube tubular joints weld profile weld toe welded joints yield strength zone