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The use of curvilinear fiber format to improve buckling resistance of composite plates with central circular holes
Composite Structures · 1991 · Vol. 18(3) · pp. 239–261
M. W. Hyer✉(Virginia Tech)H.H. Lee(Virginia Tech)
Composite Structure Analysis and OptimizationStructural Load-Bearing AnalysisTopology Optimization in EngineeringBucklingCurvilinear coordinatesStructural engineeringUltimate tensile strengthMaterials sciencePoint (geometry)Sensitivity (control systems)FiberCompression (physics)Composite number
Citations
415
FWCI
2.07
field-weighted impact
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4
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83%
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