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![Buckling and post-buckling deformations from test and ABAQUS finite element model at the 4 points, A,B,C,D, indicated in the previous image](thumbnails/s61.jpg) |
![Buckling of axially compessed cracked composite cylindrical shell as a function of layup angle, θ](thumbnails/s62.jpg) |
![Buckling modes of axially compressed composite cylinders depend on the ply layup angle, θ](thumbnails/s63.jpg) |
![Leibniz Universitat Hannover, Institut fur Static und Dynamik (ISD): Stability and Probabilistic Design of Composite Structures](thumbnails/s64.jpg) |
![Shell buckling test facility at DLR in Braunschweig, Germany](thumbnails/s65.jpg) |
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Buckling and post-buckling deformations from test and ABAQUS finite element model at the 4 points, A,B,C,D, indicated in the previous image |
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Buckling of axially compessed cracked composite cylindrical shell as a function of layup angle, θ |
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Buckling modes of axially compressed composite cylinders depend on the ply layup angle, θ |
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Leibniz Universitat Hannover, Institut fur Static und Dynamik (ISD): Stability and Probabilistic Design of Composite Structures |
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Shell buckling test facility at DLR in Braunschweig, Germany |
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![Axially compressed laminated composite cylindrical shell](thumbnails/s66.jpg) |
![Axial Compression - End Shortening curves for buckling and postbuckling of a uniformly axially compressed thin laminated composite cylindrical shell](thumbnails/s67.jpg) |
![Schematic of load-deflection curves for flat and curved unstiffened panels](thumbnails/s68.jpg) |
![](thumbnails/s69.jpg) |
![Postbuckling behavior of an axially compressed unstiffened rectangular plate](thumbnails/s70.jpg) |
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Axially compressed laminated composite cylindrical shell |
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Axial Compression - End Shortening curves for buckling and postbuckling of a uniformly axially compressed thin laminated composite cylindrical shell |
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Schematic of load-deflection curves for flat and curved unstiffened panels |
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"Classical" buckling stress of a thin, monocoque, isotropic, perfect, elastic, uniformly axially compressed plate |
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Postbuckling behavior of an axially compressed unstiffened rectangular plate |
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![Post-buckling modes for composite laminated cylindrical shells under axial compression, compression-torsion, & torsion](thumbnails/s71.jpg) |
![Initial](thumbnails/s72.jpg) |
![Axisymmetrically imperfect cylindrical shell and equipment for measuring the profile of the imperfect generators](thumbnails/s73.jpg) |
![Imperfection profiles measured along the generators of four axisymmetrically imperfect cylindrical shells](thumbnails/s74.jpg) |
![Effect of axisymmetric imperfection amplitude and wavelength on buckling loads of axially compressed elastic cylindrical shells](thumbnails/s75.jpg) |
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Post-buckling modes for composite laminated cylindrical shells under axial compression, compression-torsion, & torsion |
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Initial "classical" buckling modes of a near-perfect axially compressed photoelastic cylindrical shell |
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Axisymmetrically imperfect cylindrical shell and equipment for measuring the profile of the imperfect generators |
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Imperfection profiles measured along the generators of four axisymmetrically imperfect cylindrical shells |
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Effect of axisymmetric imperfection amplitude and wavelength on buckling loads of axially compressed elastic cylindrical shells |
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