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
... ratio . In all thezones of marine exposure , the resistivity of the concrete with higher water cement ratio of 0.50 is less thanthat of the concrete with lower water cement ratio of 0.40 . From the above observations it can be seen that ...
... ratio . In all thezones of marine exposure , the resistivity of the concrete with higher water cement ratio of 0.50 is less thanthat of the concrete with lower water cement ratio of 0.40 . From the above observations it can be seen that ...
Page 381
... ratio of 0.5 , which was used most frequently in experimental tests , we found that the ratio of the bending and membrane stress components was about 3.0 at the crown position and about 2.6 at the saddle position . In subsequent fatigue ...
... ratio of 0.5 , which was used most frequently in experimental tests , we found that the ratio of the bending and membrane stress components was about 3.0 at the crown position and about 2.6 at the saddle position . In subsequent fatigue ...
Page 422
... ratios NCP / NFC ( enhancement ratio ) and NCP / NA ( penalty ratio ) with stress range for both T - Butt and full scale tests . Here Ncp represents lifetime in seawater with cathodic protection , as defined by the individual data ...
... ratios NCP / NFC ( enhancement ratio ) and NCP / NA ( penalty ratio ) with stress range for both T - Butt and full scale tests . Here Ncp represents lifetime in seawater with cathodic protection , as defined by the individual data ...
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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applications as-welded ASTM axial load behaviour bending brace calculated chord components Composite Materials compression Conoco Inc corrosion rate crack depth crack length crack propagation CTOD damage delamination elastomer Engineering experimental failure fatigue design fatigue strength fatigue tests Figure finite element analysis forged nodes fracture mechanics fracture toughness geometry hot spot stress increase intersection laminate Marine matrix maximum mean stress method mode modulus nominal normal notch obtained offshore structures parameters performance pipe plate thickness platform pre-load predicted pressure principal stress pultrusion ratio rebar reinforcement Research resin resistance ring stiffened riser rubber S-N curve seal shear stress shown in Fig specimens steel stiffness strain stress analysis stress concentration stress concentration factor stress intensity factor stress range surface crack T-joint Table technique Technology tensile strength tension thickness effect tube tubular joints weld profile weld toe welded joints yield strength zone