Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2002 - Arctic regions |
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Page 369
... problem . Though the discretization is straight , it is difficult to deal with problems showing nonrectangular or complex curvilinear geometries by using this method . The finite element method can consistently discretize problems ...
... problem . Though the discretization is straight , it is difficult to deal with problems showing nonrectangular or complex curvilinear geometries by using this method . The finite element method can consistently discretize problems ...
Page 370
... problem and warping torsion bar problem [ 4-6 ] . In the EDQ discretization , the number of total degrees of freedom attached to the nodes are the same as the number of total discrete fundamental relations required . The au- thor has ...
... problem and warping torsion bar problem [ 4-6 ] . In the EDQ discretization , the number of total degrees of freedom attached to the nodes are the same as the number of total discrete fundamental relations required . The au- thor has ...
Page 378
tions the overall algebraic system can be obtained which is used to solve the problem . The interior elements can be regular . However , in order to solve the problem having an arbitrary analysis domain configuration , elements con ...
tions the overall algebraic system can be obtained which is used to solve the problem . The interior elements can be regular . However , in order to solve the problem having an arbitrary analysis domain configuration , elements con ...
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alloys analysis applied approximately assessment bending calculated carried coating compared composite compressive considered corrosion crack crack growth curve cycles damage defect deformation depth determined developed direction distribution effect element Engineering equation estimated evaluation experience factor failure fatigue field Figure flaw flexible fracture function geometry given Grade heat higher hydrogen important increase initial installation insulation integrity International joint length limit load locations lower material maximum mean measured mechanical method observed obtained Offshore operation parameters performed pipe plate predicted present pressure problem procedure production properties range reliability residual resistance respectively riser rope safety samples shown shows side simulation solution specimens standard steel strain strength stress structure surface Table temperature tensile tension thermal thickness titanium toughness uncertainties variables weld