2008
DOI: 10.1016/j.compstruc.2007.04.022
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Design and analysis of stiffened composite panels including post-buckling and collapse

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Cited by 70 publications
(27 citation statements)
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“…It equals 90.4 kN, which is close to the end of the linear behaviour in the non linear analysis, where F cr is approximately 90 kN. Now, numerical results are concordant with the buckling mechanism [10]: from the critical buckling load, the skin local buckling causes a load redistribution in the stiffeners until collapse, and the behaviour becomes nonlinear. Thus linear models cannot be used anymore.…”
Section: Introductionsupporting
confidence: 70%
See 1 more Smart Citation
“…It equals 90.4 kN, which is close to the end of the linear behaviour in the non linear analysis, where F cr is approximately 90 kN. Now, numerical results are concordant with the buckling mechanism [10]: from the critical buckling load, the skin local buckling causes a load redistribution in the stiffeners until collapse, and the behaviour becomes nonlinear. Thus linear models cannot be used anymore.…”
Section: Introductionsupporting
confidence: 70%
“…10a. The experimental critical buckling load corresponds to skin local buckling at approximately 90 kN, which is concordant with the buckling mechanism [10]. Five symmetrical waves are formed on each panel skin as it has also been predicted by the linear buckling analysis (see Fig.…”
Section: Skin Critical Buckling Loadsupporting
confidence: 50%
“…It is followed by local skin buckling which is mixed with global buckling. This sequence is not concordant with the given description of the buckling mechanism [21]. That can be explained first by the flat shape of the studied panel which leads the panel to buckle globally on the stiffener side, plus no gliding conditions on the longitudinal edges of the panels.…”
Section: Geometric Non Linear Resultsmentioning
confidence: 69%
“…Buckling load evolution on load shortening curves can be ideally described with three marked load levels [21], the first local buckling load being the skin buckling between the stiffeners, then the first global buckling load being governed by the stiffener load carriage capacity, finally leading to the collapse load which is the highest load. This sequence of mechanisms has been originally elaborated for describing the global behaviour of the debonding of prepregs composite panels made of co-bonding structures.…”
Section: Geometric Non Linear Resultsmentioning
confidence: 99%
“…For the Design 1 there is a large postbuckling region, even after the first global stringer buckling and the stringer buckling starts in the middle of the panel. DLR's experience in the designing of panels within the projects POSICOSS and COCOMAT is explained in more detail in [6].…”
Section: B Workpackagementioning
confidence: 99%