Titlebook: Buckling of Ship Structures; Mohamed Shama Book 2013 Springer-Verlag Berlin Heidelberg 2013 Buckling failure.Critical buckling stress.Nava

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nst buckling of ship structural members. It is very useful to ship designers, shipyard engineers, naval architects, international classification societies and also to students studying naval architecture, marin978-3-642-43497-6978-3-642-17961-7

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Problems1-The steel girder shown in Fig. 14.1 has the following particulars:.The yield stress of steel is 2.4 t/cm2, Flange section area a. = 30 cm2, The attached plate section area a.= 60 cm2,.The web plate of the section is 44 x 10 cm..The factor of safety against yielding of the flange: .. = 1.5

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Hull Girder Bending StressesThe strength members of ship hull girder sustaining the primary hull girder stresses are specified. The common procedures used for the calculation of ship section geometrical and flexural properties are given. The method of calculating hull girder bending stresses when ship is in the inclined condition is presented.

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Mohamed ShamaPresents the main equations required to determine the critical buckling stresses.It bridges the gap existing in most books covering the subject of buckling of ship structures in the classical analytic

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978-3-642-43497-6Springer-Verlag Berlin Heidelberg 2013

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https://doi.org/10.1007/978-1-349-86072-2riers are clarified. The main types and categories of bulk carriers are classified. The structural components of single and double skin bulk carriers as well as the construction of double bottom are specified. The main types and structural characteristics of general cargo and container ships are hig