Article ID Journal Published Year Pages File Type
10284251 Composite Structures 2005 6 Pages PDF
Abstract
It is shown here that this formulation is not correct and that a nonlinear correction term to the bending stiffness degradation is necessary. This term is especially important when the damage D(x,y) is reaching higher values. The results of a semi-analytical simulation for cantilever beams is shown to support the findings.
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Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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Nonlinear correction to the bending stiffness of a damaged composite beam
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