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 85
... offshore structures . Two of the concretes had a design compressive strength of 7000 psi ; one with fly ash as a mineral admixture , and one with silica fume . The third concrete had a design compressive strength of 9000 psi and used ...
... offshore structures . Two of the concretes had a design compressive strength of 7000 psi ; one with fly ash as a mineral admixture , and one with silica fume . The third concrete had a design compressive strength of 9000 psi and used ...
Page 188
... Offshore Mechanics and Arctic Engi- neering , Haag , 1989 . [ 3 ] Offshore installations . Guidance on Design and Construction , UK Department of Energy , 1984 . [ 4 ] Steel structures . Design Rules , NS 3472 The Norwegian ...
... Offshore Mechanics and Arctic Engi- neering , Haag , 1989 . [ 3 ] Offshore installations . Guidance on Design and Construction , UK Department of Energy , 1984 . [ 4 ] Steel structures . Design Rules , NS 3472 The Norwegian ...
Page 306
... Offshore Platforms , 11 Advances in Engineering Software , Vol . 9 , No. 1 , pp . 2-6 , 1987 . 11 Gandolfo , A. C. B. et al . , " Calculation of Stress Concentration Factor in Some Typical Tubular Joints in Offshore Platform Structures ...
... Offshore Platforms , 11 Advances in Engineering Software , Vol . 9 , No. 1 , pp . 2-6 , 1987 . 11 Gandolfo , A. C. B. et al . , " Calculation of Stress Concentration Factor in Some Typical Tubular Joints in Offshore Platform Structures ...
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