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design considerations for aluminum hull structures - Ship Structure ...

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-46-DNV would consider fatigue in establishing <strong>hull</strong> girder section modulusby comparing the life cycle histogram of the stress level <strong>for</strong> combined waveand still water bending versus the number of cycles, with the fatigue strength(S-N) curve of the material. The relative areas under these curves wouldestablish a safety factor which would be the same <strong>for</strong> both steel and <strong>aluminum</strong>.Relative to <strong>hull</strong> deflection, DNV noted the possibility of resonance betweenthe natural frequency of a flexible <strong>hull</strong> and period of wave-induced<strong>for</strong>ces. They also noted the possibility of problems with flexibility of thedouble bottom, particularly if its frequencies are in resonance with thoseof the <strong>hull</strong>. The effects of cargo mass and antrained water must be consideredwhen determtiing these frequencies.Registro Italiano Navale - RIN experience relating to <strong>aluminum</strong> is presenti~ylimited to deckhouses and large LNG tanks. Eoweve~, they indicated that thefollowing <strong>considerations</strong>would apply todesigfing alarge <strong>aluminum</strong>bulk carrier:(Ei)(b)(c)(d)(e)Deduct a 10 per cent corrosion allowance from the steel <strong>hull</strong>girder section modulus be<strong>for</strong>e converting to <strong>aluminum</strong>.For the <strong>hull</strong> girder, fatigue would be considered b compartigrelative strength of steel and <strong>aluminum</strong> at 702, 1& and 106cycles. The combined wave and still water bending stressesover the life of the <strong>hull</strong> would be compared to the fatiguecharacteristics <strong>for</strong> both materials. Both ultimate tensilestreng%h and welded yield strength should be considered.Unstable propagation of a fatigue crack in <strong>aluminum</strong> shouldnot occur. There<strong>for</strong>e, crack arresting should not be required.Limitations on <strong>hull</strong> girder deflection <strong>for</strong> an <strong>aluminum</strong> shipmay not be necessary though greater permissible deflectionsrequire more careful consideration of low-cycle fatiguebehavior.Pa~tTcular attention is requtred to ensure proper welding, - .with no undercutting, and to prevent excessive weld distortion.Bureau Veritas - The Bureau Veritas suggests a 10 per cent reduction insteel thicknesses <strong>for</strong> corrosion, and conversion of effective steel scantlingsto <strong>aluminum</strong> on the basis of yield strength ratios unless the field strengthexceeds 0.6 tines the ultimate strength, in which case ultimate strength mustalso be considered. Unwelded characteristics of <strong>aluminum</strong> alloys should beconsidered as long as the welded connections are well checked, and butts inthe sheer strake, bottom and deck plate are staggered.Bureau Veritas recommends that the deflection of the <strong>aluminum</strong> not exceedthat of a steel <strong>hull</strong> with a length-depth ratio of 16.1, which is the maximumthey permit.U.S. Navy - The Navyrs general specifications.proviclea working stressbased upon the following equation <strong>for</strong> <strong>design</strong> of secondaxy <strong>structures</strong> su~jecttO normal loading such as wave slap, deck loads,-etc. on al~inum deckhouses:lfa~m= :Welded Y.S. of Aluminum ~ Welded UTS of Aluminum[F.S. on Y.S. of Steel F.S. on UTS of Steel 1

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