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 63
... normal stress components [ 6,7 ] . Since interlaminar stresses are three - dimensional , classical lamination theory is not applicable for this analysis . A conventional two- dimensional finite element model is not capable of analyzing ...
... normal stress components [ 6,7 ] . Since interlaminar stresses are three - dimensional , classical lamination theory is not applicable for this analysis . A conventional two- dimensional finite element model is not capable of analyzing ...
Page 232
... normal and shearing stress time histories in various orientations for the in - phase loading path A - B - A are shown for the longitudinal , maximum nominal principal stress and maximum nominal shear stress orientations , respectively ...
... normal and shearing stress time histories in various orientations for the in - phase loading path A - B - A are shown for the longitudinal , maximum nominal principal stress and maximum nominal shear stress orientations , respectively ...
Page 323
... normal to the intersection . The normal stresses at the weld toe were divided by the brace nominal stress , and are compared with the SCF's obtained experimentally and also from the principal stresses in Fig 13. The figure shows that ...
... normal to the intersection . The normal stresses at the weld toe were divided by the brace nominal stress , and are compared with the SCF's obtained experimentally and also from the principal stresses in Fig 13. The figure shows that ...
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