Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 256
( ii ) The residual stress block caused by welds connecting the longitudinal stiffeners to the plating is assumed to ... side of the stiffener / plate longitudinal welds and a uniform compressive stress , Or , across the plate between ...
( ii ) The residual stress block caused by welds connecting the longitudinal stiffeners to the plating is assumed to ... side of the stiffener / plate longitudinal welds and a uniform compressive stress , Or , across the plate between ...
Page 272
Typically in the deck of a ship there will be several plate elements separated by longitudinal stiffeners . The stiffened plate can collapse by failure of the plate between stiffeners , by failure of the stiffener towards the plate or ...
Typically in the deck of a ship there will be several plate elements separated by longitudinal stiffeners . The stiffened plate can collapse by failure of the plate between stiffeners , by failure of the stiffener towards the plate or ...
Page 279
The structure considered is the grillage with one girder and two stiffeners shown in Fig . 1 . It is subjected to uniformly distributed load a along the girder . The torsional effect of the neabers is taken into account .
The structure considered is the grillage with one girder and two stiffeners shown in Fig . 1 . It is subjected to uniformly distributed load a along the girder . The torsional effect of the neabers is taken into account .
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Contents
SPECIAL SESSION HYDRODYNAMICS | 1 |
HYDRODYNAMIC FORCES | 29 |
Simulated High Reynolds Number Flow and Forces on Cylinder Groups | 71 |
Copyright | |
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acting amplitude analysis angle applied approach approximately assumed average body boundary cable calculated circular cylinder coefficients compared comparison components computed considered constant corresponding cylinder damping depth described determined diffraction direction distribution domain drag drift force effect element Engineering equation estimates experimental experiments expressed field Figure floating flow fluid follows free surface frequency function given height horizontal hydrodynamic included increase integral irregular waves length lift force linear loads mass maximum mean measured method mode mooring motion natural nonlinear obtained Ocean Offshore oscillation period phase platform points position potential predicted present pressure problem random range regular relative represents respectively response second order second-order separation ship shown shows simulation solution spectrum structure surge Table tests theory values velocity vertical vortex wave forces