SHEAR-OUT/BURST-OUT IN COMPOSITE PANELS
SHEAR-OUT/BURST-OUT IN COMPOSITE PANELS
(OP)
Calling composite stressers...
Does anyone know of a method for calculating shear-out/burst-out strength in composites where the fibres are orientated at other than 0, 45 or 90 dgerees to the subject edge?
Thanks in anticipation.
Does anyone know of a method for calculating shear-out/burst-out strength in composites where the fibres are orientated at other than 0, 45 or 90 dgerees to the subject edge?
Thanks in anticipation.





RE: SHEAR-OUT/BURST-OUT IN COMPOSITE PANELS
SW
RE: SHEAR-OUT/BURST-OUT IN COMPOSITE PANELS
RE: SHEAR-OUT/BURST-OUT IN COMPOSITE PANELS
SW
RE: SHEAR-OUT/BURST-OUT IN COMPOSITE PANELS
As a concessions engineer, I often have to use the legacy method to account for short edge distances or cases where a ply or two are considered ineffective. If the plies align conveniently with the edge in question, I can follow the method. If they do not, I calculate two values of the parameter, and hence strength. In the first, the edge is treated as parallel to one of the fibre directions. The second alignment is at 45 deg to the first. I would like to be able to do better than this.
RE: SHEAR-OUT/BURST-OUT IN COMPOSITE PANELS
SW
RE: SHEAR-OUT/BURST-OUT IN COMPOSITE PANELS
RE: SHEAR-OUT/BURST-OUT IN COMPOSITE PANELS
htt
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Regards
RE: SHEAR-OUT/BURST-OUT IN COMPOSITE PANELS