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 as-welded ASTM axial load behaviour bending brace calculated chord Composite Materials compressive strength corrosion rate crack growth CTOD cycles damage delamination elastomer Engineering environment epoxy experimental failure fatigue crack fatigue design fatigue strength fatigue tests Figure finite element finite element analysis fracture mechanics fracture toughness geometry increase initial installation interlaminar fracture laminate layers marine matrix maximum mean stress method Mode modulus moisture nodes nominal notch obtained offshore structures optical fiber parameters performance phenolic pipe plate thickness platform pre-load predicted pressure principal stress pultrusion rebar reinforcement resin resistance riser rubber S-N curves sea water seal shear stress shell shown in Fig space frame specimens steel strain stress concentration stress concentration factor stress range surface crack Table techniques tensile strength tension thickness effect thread tube tubular joints values water mixed concrete weight weld toe welded joints yield strength zone