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Strength and Toughness of a Ceramic Reinforced with Metal Wires
Author(s) -
ZWISSLER J. G.,
FINE M. E.,
GROVES G. W.
Publication year - 1977
Publication title -
journal of the american ceramic society
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.9
H-Index - 196
eISSN - 1551-2916
pISSN - 0002-7820
DOI - 10.1111/j.1151-2916.1977.tb15519.x
Subject(s) - materials science , composite material , fracture toughness , stress intensity factor , fracture mechanics , volume fraction , toughness , bridging (networking) , crack closure , fiber , ceramic , computer network , computer science
Composites consisting of fine stainless steel fibers 6, 12, or 25 μm in diameter in a matrix of wustite were prepared by hot‐pressing. The fracture stress (σ F ) of unnotched beams and the critical stress‐intensity factor ( K 1C ) for crack initiation in notched beams were measured; both increased linearly with the volume fraction of fiber. These improvements were attributed partially to the action of yielding fibers which bridged the crack surfaces; plastic deformation of fibers at the crack tip was thought to play a role. Large increases (largest for the 25‐μm fibers) in the total work of fracture (γ F ) were attributed to the work done in fracturing crack‐bridging fibers. For long cracks bridged by fibers, over a substantial fraction of the crack, the critical applied stress intensity factor for further crack propagation increased strongly with increasing bridged crack length. The form of this increase could be accounted for by considering the negative stress intensity factor resulting from the closure forces exerted on the crack by the bridging fibers. Based on a thesis submitted by J. G. Zwissler for the Ph.D. degree at Northwestern University, Evanston, III., June 1976. Supported by the U. S. Office of Scientific Research, Office of Aerospace Research, Grant No. AF–AFOSR–73–2431 and by a fellowship from the International Nickel Co.