Clasification Society Rulefinder 2016 - Version 9.25
Clasification Society Rules and Regulations - Rules and Regulations for the Classification of Offshore Units, January 2016 - Part 4 STEEL UNIT STRUCTURES - Chapter 5 Primary Hull Strength - Section 3 Buckling strength of plates and stiffeners |
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![]() Section 3 Buckling strength of plates and stiffeners3.1 Application3.1.1 The requirements of this Section apply to plate panels, and attached stiffeners subject to overall hull structure compression and shear stresses. The maximum design values computed are to be determined in accordance with Pt 4, Ch 5, 1.2 Structural analysis. 3.1.2 For states of stress which cannot be defined by one single reference stress, the buckling characteristics are to be based on recognised interaction formulae. 3.1.3 LR’s ShipRight buckling modules may be used for the buckling assessment of flat rectangular plate panels by direct calculation. 3.2 Symbols3.2.1 The symbols used in this Section are defined as follows:
3.3 Elastic critical buckling stress3.3.1 The elastic critical buckling stress of plating and stiffeners is to be determined in accordance with an agreed Code or Standard or according to Pt 3, Ch 4, 7.4 Design stress 7.4.1 and Pt 3, Ch 4, 7.5 Scantling criteria 7.5.3 in Pt 3, Ch 4, 7 Hull buckling strength, of the Rules and Regulations for the Classification of Ships (hereinafter referred to as the Rules for Ships). 3.4 Scantling criteria3.4.1 The critical buckling stress in compression, corrected for yielding
effects,
where
3.4.2 The critical buckling stress in shear, corrected for yielding effects,
where
3.4.3 Buckling criteria are to be determined for plating and plate and
stiffener combinations, including (but not limited to):
3.4.4 All appropriate buckling modes are to be investigated, including:
3.4.5 In general, stresses are to be determined using net scantlings, i.e., no corrosion allowance included. |
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