Local Stress Concentrations in Imperfect Filamentary Composite Materials
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Solutions are presented for two stress distribution problems which result from breaking of the filaments in a composite material composed of high modulus elements embedded in a low modulus matrix. Both problems represent extensions of the two-dimen sional filamentary structure stress concentration problem: the first concerns the determination of static stress concentration factors in the unbroken elements of a three-dimensional square or hexagonal array where specified filaments are broken; the second involves the stress concentration factor in the element adjacent to a broken filament in a two-dimensional array where the shear stress in the matrix adjacent to the broken filament is restricted by a limit stress in an ideally plastic sense.
[1] L. Collatz. The numerical treatment of differential equations , 1961 .
[2] P. Morse,et al. Methods of theoretical physics , 1955 .
[3] J. Hedgepeth. Stress Concentrations in Filamentary Structures , 1961 .