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- W2043647029 abstract "In this study the behaviour and ultimate strength of damaged stiffened panels is investigated. The damage is in a form of local imperfection and represents a dent that could be caused by a fall or strike of an object. The model used is a panel made of five plates joined transversally with four longitudinal flat-bar stiffeners. Finite element non-linear analysis of panels having different geometrical properties is carried out. The influence of several parameters has been studied in order to establish their interaction with the presence of the local dent. It has been found that stiffened panels present quite good performance while subjected to the local damage, however, depending on geometrical characteristics, a problem of stiffener deformations may occur, significantly lowering the ultimate strength." @default.
- W2043647029 created "2016-06-24" @default.
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- W2043647029 date "2008-01-01" @default.
- W2043647029 modified "2023-09-25" @default.
- W2043647029 title "Collapse Strength of Stiffened Panels With Local Dent Damage" @default.
- W2043647029 doi "https://doi.org/10.1115/omae2008-57950" @default.
- W2043647029 hasPublicationYear "2008" @default.
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