Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 5American Society of Mechanical Engineers, 1990 - Arctic regions |
From inside the book
Results 1-3 of 35
Page 48
... problem is further exacerbated by the fact that although all three codes require both brittle fracture and plastic collapse calculations to be performed , the exact formulations and assumptions differ . Recognizing these problems ...
... problem is further exacerbated by the fact that although all three codes require both brittle fracture and plastic collapse calculations to be performed , the exact formulations and assumptions differ . Recognizing these problems ...
Page 175
... problem . Firstly , over the heaving pipeline section the failure flow may be considered as a homogeneous one due to a short length of this section . Secondly , a minimum bending moment within the critical pipeline section or an ...
... problem . Firstly , over the heaving pipeline section the failure flow may be considered as a homogeneous one due to a short length of this section . Secondly , a minimum bending moment within the critical pipeline section or an ...
Page 182
... problem - horizontal displacement assumed , inclined force computed DEAD WEDGE VERTICAL FORCE B b ) Conventional bearing capacity problem - vertical force applied , rotational or vertical failure occurs c ) FORCE ( ? ) DISPLACEMENT ...
... problem - horizontal displacement assumed , inclined force computed DEAD WEDGE VERTICAL FORCE B b ) Conventional bearing capacity problem - vertical force applied , rotational or vertical failure occurs c ) FORCE ( ? ) DISPLACEMENT ...
Other editions - View all
Common terms and phrases
actuator analysis applied assessment axial ball valve Beaufort Sea bending bifurcation break-out buckling calculations check valve circumferential Cisco field coefficient collapse corrosion crack ensembles crack tip damage deformation density distribution effect equations ESD valve Figure flow force fracture fracture mechanics free span function HAZ toughness Houston hydrodynamic ice feature ice hole ice keel ice scour increase installation layer length line pipe Lougheed Island material maximum method mode shape Offshore Mechanics Offshore Technology Conference on-bottom stability parameters partial safety factors pearlite permafrost pipe displacement pipe weight pipeline plastic plate platform predicted pressure procedure radial ratio reliability riser rupture scour hole seabed seastate shows simulated Sotberg stability design strength stress structure Submarine Pipelines subsea subsea ESD surface Table tensile tensile strength tracers tube uncertainty values variables velocity vertical wave yield strength