Thin-Walled Structures 2018
DOI: 10.1201/9781351077309-10
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Postbuckling and Collapse Analysis of CFRP Stringer Stiffened Panels – a Garteur Activity

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“…The design of the POSICOSS structures takes the results of the following pre-damaged benchmark, which was tested at DLR, as basis. It was intensively investigated within the GARTEUR SM Action Group 25 "Postbuckling and Collapse Analysis" [5] and at the beginning of the POSICOSS project and will be subsequently detailed.…”
Section: Start Designmentioning
confidence: 99%
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“…The design of the POSICOSS structures takes the results of the following pre-damaged benchmark, which was tested at DLR, as basis. It was intensively investigated within the GARTEUR SM Action Group 25 "Postbuckling and Collapse Analysis" [5] and at the beginning of the POSICOSS project and will be subsequently detailed.…”
Section: Start Designmentioning
confidence: 99%
“…Finally, the panel was axially compressed until collapse. Figure 3: Finite element analyses of the undamaged DLR benchmark taken as start design [5] Different commercial and self-developed finite element tools were applied to simulate the behaviour of this panel during loading up to collapse. Linear and nonlinear analyses as well as buckling analyses were performed in order to observe the axial stiffness in the pre-buckling region, the buckling loads of the panel and the structural behaviour in the post-buckling region.…”
Section: Start Designmentioning
confidence: 99%