About: Double bottom is a research topic. Over the lifetime, 605 publications have been published within this topic receiving 4236 citations. The topic is also known as: Double bottem.
TL;DR: A composite structural laminate plate for building maritime vessels or for building civil structures such as double hull oil tankers, bulk carriers, barges decks for roll-on-roll-off ferries, orthotropic bridge decks, and for building any structural application in which the traditional method of construction uses stiffened steel plates as mentioned in this paper.
Abstract: A composite structural laminate plate suitable for building maritime vessels or for building civil structures such as double hull oil tankers, bulk carriers, barges decks for roll-on roll-off ferries, orthotropic bridge decks or for building any structural application in which the traditional method of construction uses stiffened steel plates. The laminate has two facing metal layers that are structurally bonded to a polyurethane elastomer core which may have steel or rigid foam void sections embedded within. The laminate provides equivalent inplane and transverse stiffness and strength, reduces fatigue problems, minimizes stress concentrations, improves thermal and acoustical insulation, and provides vibration control. The laminate provides a structural system that acts as a crack arrest layer and that can join two dissimilar metals without welding or without setting up a galvanic cell. For applications like double hull oil tankers, the structural system provides an impact resistant structure that isolates the innermost hull skin from cracks, thereby preventing a loss of cargo such as oil into the environment, when accidental or groundings occur and the outer hull is pierced, penetrated, or ruptured.
TL;DR: In this paper, a nonlinear finite element model of a hull girder under different hold loading conditions is presented, and a mesh convergence study is carried out to find the appropriate mesh for the model.
TL;DR: In this article, an offshore drilling and production apparatus is described in which an upper buoyant hull of prismatic shape has a passage (38) longitudinally extending through the hull in which risers (42) extend to the sea floor, and a frame structure (26) connected to the hull bottom and extending downwardly and comprising a plurality of vertical bays defined by horizontal water entrapment plates (52) and providing windows around the periphery of the frame structure, the windows providing transparency in a horizontal direction to reduce drag.
Abstract: An offshore drilling and production apparatus (20) in which an upper buoyant hull (24) of prismatic shape has a passage (38) longitudinally extending through the hull in which risers (42) extend to the sea floor, the hull bottom (24) located at a depth dependent upon the wind, wave, and current environment at the site, which reduces the wave forces acting on the hull bottom (24), a frame structure (26) connected to the hull bottom and extending downwardly and comprising a plurality of vertical bays (50) defined by horizontal water entrapment plates (52) and providing windows (56) around the periphery of the frame structure, the windows providing transparency in a horizontal direction to reduce drag, the vertical space between the plates (52) corresponding to the width of the bay window (56), the frame structure (26) being below significant wave action whereby wave action thereat inhibits heave motion, the frame structure (26) modifies the natural period and stability of the apparatus (20) to minimize heave, pitch, and roll motions
TL;DR: In this paper, a theoretical method for plate tearing by a rigid wedge is developed, which is an idealization of ship grounding and collision damage, and simple formulae for determining damage resistance and the extent of damage in ship grounding, expressed in terms of the ship principal particulars, are developed.
TL;DR: In this article, the collapse behavior and ultimate hull girder strength of container ships under combined hogging moment and bottom local loads are analyzed using nonlinear finite element method, and the obtained results will be utilized in the Part 2 paper to develop a simplified method of progressive collapse analysis for container ships.