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
... strength , lightweight concretes intended for severe , marine exposure . These concretes were developed for the ... strength of 7000 psi ; one with fly ash as a mineral admixture , and one with silica fume . The third concrete had a ...
... strength , lightweight concretes intended for severe , marine exposure . These concretes were developed for the ... strength of 7000 psi ; one with fly ash as a mineral admixture , and one with silica fume . The third concrete had a ...
Page 108
... strength and permeability . Cement . Up to 1978 ordinary Portland Cement was used for the offshore platforms . In response to the higher concrete strength requirements and developments in the design process a new cement was developed ...
... strength and permeability . Cement . Up to 1978 ordinary Portland Cement was used for the offshore platforms . In response to the higher concrete strength requirements and developments in the design process a new cement was developed ...
Page 259
... strength of YP 380 steels produced by TMCP comparing with histogram by Denys and Lefevre ( 1989 ) . Fig . 12 10 % 0 ... strength ( much higher than the specified value ) . However , the yield strength of TMCP steels can be in a narrow ...
... strength of YP 380 steels produced by TMCP comparing with histogram by Denys and Lefevre ( 1989 ) . Fig . 12 10 % 0 ... strength ( much higher than the specified value ) . However , the yield strength of TMCP steels can be in a narrow ...
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