Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 3American Society of Mechanical Engineers, 2002 - Arctic regions |
From inside the book
Results 1-3 of 81
Page 115
... Element Width Inputting Equivalent Inher- ent Strain It is recommended that the element width inputting equiva- lent inherent strain corresponds to the actual existence region of the inherent strain generated by welding . This region is ...
... Element Width Inputting Equivalent Inher- ent Strain It is recommended that the element width inputting equiva- lent inherent strain corresponds to the actual existence region of the inherent strain generated by welding . This region is ...
Page 117
... Element Modeling Detailed information about the finite element modeling is as follows . 1. MSC / NASTRAN ( Ver.70.7 ) , which is one of the wide use finite element codes , is applied to the calculations . 2. Equivalent inherent strain ...
... Element Modeling Detailed information about the finite element modeling is as follows . 1. MSC / NASTRAN ( Ver.70.7 ) , which is one of the wide use finite element codes , is applied to the calculations . 2. Equivalent inherent strain ...
Page 380
... element e , which are two end nodes , respectively . The range angle pe of the element equals . - . Let øo be the coordinate variable of the local coordinate system with the origin located at node 1 of the element . Also let the range ...
... element e , which are two end nodes , respectively . The range angle pe of the element equals . - . Let øo be the coordinate variable of the local coordinate system with the origin located at node 1 of the element . Also let the range ...
Other editions - View all
Common terms and phrases
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