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- W656469504 abstract "This study investigates the stability of framing in the hulls of ice-going ships, with emphasis on the post-yield stability of angle main frames. The aim was to identify accurate and practical criteria for evaluation of post-yield stability. The approach was by an empirical analysis of the results of a parametric series of finite element evaluations. A Canadian Equivalent Standards-compliant 3x3 bay stiffened hull panel was modelled using the finite element method. The non-linear Finite Element Analysis (FEA) study was performed using a technique developed to enable main frame parameters to be varied independently. The series was performed to load levels exceeding the calculated Fmax ice load; load induced biaxial in-plane compressive loads were included. Limited relationships were established for the ship configuration studied. For wide variations in span, web depth, flange thickness and flange width, angle main frames did not experience buckling below a load level of 2*Fmax. Only two of the parameters affect the frame stability at the load levels of interest: web thickness and material yield strength. It was found impractical to develop realistic formulae resembling current criteria. Where critical, non-linear FEA should be performed to determine the specific post-yield buckling response of the designed structure. Procedures/guidelines should be developed for performing the non-linear analyses." @default.
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- W656469504 date "2002-03-01" @default.
- W656469504 modified "2023-09-26" @default.
- W656469504 title "ELASTIC AND POST-YIELD STABILITY OF FRAMING" @default.
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