Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 140
... experimental variants . O - ring testing was conducted using two procedures : Procedure 1 : Test fixtures were ... Experimental Variant 111-11-2 Proprietary , -40 ° F Experimental Variant 111-11-3 Proprietary , -35 ° F Experimental ...
... experimental variants . O - ring testing was conducted using two procedures : Procedure 1 : Test fixtures were ... Experimental Variant 111-11-2 Proprietary , -40 ° F Experimental Variant 111-11-3 Proprietary , -35 ° F Experimental ...
Page 323
... experimental results were published by Holmes et al [ 6 ] . This joint was a T - joint stiffened by two ring stiffeners ; the geometric data of the joint is given in Table 2. The experimental stress analysis was carried out before and ...
... experimental results were published by Holmes et al [ 6 ] . This joint was a T - joint stiffened by two ring stiffeners ; the geometric data of the joint is given in Table 2. The experimental stress analysis was carried out before and ...
Page 327
... ( experimental and FE analysis using the shell model ) Stress Concentration Factor 8 18 . b ) brace 15 60 75 15 30 75 Angle Around The intersection From Crown Experimental Angle Around The Intersection From Crown Experimental --- Combined ...
... ( experimental and FE analysis using the shell model ) Stress Concentration Factor 8 18 . b ) brace 15 60 75 15 30 75 Angle Around The intersection From Crown Experimental Angle Around The Intersection From Crown Experimental --- Combined ...
Contents
ADVANCED COMPOSITES | 1 |
Probabilistic Aspects of HAZ CTOD Value of Multipass Welded Joint of Steel for Offshore | 5 |
The Use of GRP Materials in Platform Topsides Construction and the Regulatory Implications | 15 |
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analysis applications axial behaviour bending brace calculated carried chord combined compared components composite Composite Materials compression concrete connection considered construction corrosion crack crack growth critical curve cycles damage determined developed distribution effect element Engineering experimental factor failure fatigue fiber Figure finite element force fracture geometry increase indicate initial internal laminate length limit load lower Marine material matrix maximum mean measured mechanical method Mode nodes nominal normal observed obtained offshore operation parameters performance pipe plate platform position predicted present pressure production properties range ratio reduced reinforcement Research resin resistance seal shear shell shown shows specimen steel stiffener stiffness strain strength stress concentration structures surface Table techniques temperature tensile tension thickness thread tube tubular joints weight weld