Proceedings of First USA-USSR Symposium on Fracture of Composite Materials 1979
DOI: 10.1007/978-94-009-9553-6_20
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Optimum Design and Strength of Layered Thin Composites

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1983
1983
1983
1983

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“…One simple, effective technique detailed in Reference 2 is to rotate the coordinate reference system until the shear component (N6) of the applied loads (N.,N2,N6) vanishes [4]. Using standard Mohr's circle relations, the principal normal loads become:…”
Section: Single Load Designmentioning
confidence: 99%
“…One simple, effective technique detailed in Reference 2 is to rotate the coordinate reference system until the shear component (N6) of the applied loads (N.,N2,N6) vanishes [4]. Using standard Mohr's circle relations, the principal normal loads become:…”
Section: Single Load Designmentioning
confidence: 99%