A mathematical model for analysis of ship hull loading due to grounding on relatively plane sand, clay or rock sea bottoms is presented. The analysis model of the grounding event is separated into two phases. In the first phase the ship is subjected to an impulse caused by the sudden contact with the ground. This initial impulse is assumed to be completely inelasticand leads to a rapid change of the forward speed such that after the impact the ship has heave and pitch velocities which make its motion compatible with that of the contact point along the ground. In the second phase theship is sliding with continous contact to the ground. This means that thekinetic energy which is available after the end of the first impulse is transformed into potential energy and into friction in the contact zone. Inboth phases the forces exerted on the ship bow are assumed to be governedby a Coulomb friction law. Grounding forces, sectional shear forces and bending moments are determined and related to the ultimate capacity of the hull girder. First approximations to the ground reaction and the sectionalforces are found to be proportional to the initial forward ship velocity.The results show that larger ships are more exposed to hull failure than smaller ships. Finally, the mathematical grounding model is verified by model tests and controlled full-scale grounding experiments.
Ship grounding and hull-girder strength
Schiffs-Grundberuehrung und Schiffskoerperfestigkeit
Marine Structures ; 7 , 1 ; 1-29
1994
29 Seiten, 17 Bilder, 19 Quellen
Article (Journal)
English
Ultimate strength of ship hull girder with grounding damage
Taylor & Francis Verlag | 2020
|Hull Girder Ultimate Strength of Damaged Ship
British Library Conference Proceedings | 2004
|Tracing the ultimate longitudinal strength of a damaged ship hull girder
Online Contents | 2002
|Time-variant Ultimate Strength of Ship Hull Girder Considering Corrosion and Fatigue
British Library Conference Proceedings | 2004
|Analysis of hull girder ultimate strength for cruise ship with multi-layer superstructures
Taylor & Francis Verlag | 2019
|