Page 82 - Ship Construction.DJ Eyres 6Ed
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Ch08-H8070.fm  Page 71  Wednesday, October 18, 2006  7:29 AM
                                    Stresses to which a Ship is Subject           71
                 compression will also have a critical buckling load whose value depends on
                 the plate thickness, unsupported dimensions, edge support conditions and
                 the materials modulus of elasticity.  Unlike the pillar, however, slightly
                 exceeding this load will not necessarily result in collapse of the plate but
                 only in elastic deflection of the center portion of the plate from its initial
                 plane. After removal of the load, the plate will return to its original unde-
                 formed state. The ultimate load that may be carried by a buckled plate is
                      --- ใช้เพื่อการศึกษาเท่านั้น---
                 determined by the onset of yielding (i.e. when the yield point of the mate-
                 rial is reached) at some point in the plate or in the stiffeners. Once begun
                 this yielding may propagate rapidly throughout the stiffened panel with fur-
                          งานห้องสมุด ศูนย์ฝกพาณิชย์นาวี
                 ther increase in load until failure of the plate or stiffeners occurs.
                   In recent years Lloyds Register has introduced for oil tankers over 150
                 metres in length rules that contain formulae to check the buckling capacity
                 of plate panels and their main supporting stiffeners. Where further buckling
                 assessment is required a computer based general and local stiffened plate
                 panel ultimate buckling strength evaluation assessment procedure is used.



                 Monitoring Ship Stresses at Sea
                                                          ึ
                 In order to enhance safety during shipboard operations real time motion
                 and stress monitoring information equipment can be supplied by Lloyds
                 Register to a ship at the owners request. This entails the fitting of strain
                 gauges to the deck structure, an accelerometer and a personal computer
                 with software that displays ship stress and motion readings on the bridge.
                 An alarm is activated if the safety limits are exceeded, enabling remedial
                 action to be taken. Where this equipment is installed the notation SEA is
                 assigned and if coupled to a data recorder the assigned notation is
                 SEA(R).


                 Further Reading

                 ‘Fatigue in ship structures – new light on an eternal issue’ The Naval Architect
                   January 2003
                 Rawson & Tupper, ‘Basic Ship Theory’, Vol. 1, Butterworth Heinemann,
                    th
                   5  edition 2001 – Chapter 6 The ship girder, Chapter 7 Structural design
                   and analysis
                 ‘Refined ABS rules for very large container ships’  The Naval Architect
                   October 2005
                 ‘Stress monitoring system for NASCO’s Alaska-class tankers’  The Naval
                   Architect September 2003
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