Metal Matrix Composites: Testing, Analysis, and Failure Modes 1989
DOI: 10.1520/stp22859s
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Crack Growth and Fracture of Continuous Fiber Metal Matrix Composites: Analysis and Experiments

Abstract: It is reasonably well accepted that the standard procedures developed for isotropic homogeneous metals using linear elastic fracture mechanics models are not appropriate for either continuously or discontinuously reinforced metal matrix composites. For example, the ASTM plane strain fracture toughness test methods typically give widely different values of fracture toughness depending on the particular test specimen geometry as well as the fiber orientation. For unidirectional boron/aluminum composites one find… Show more

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Cited by 12 publications
(9 citation statements)
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“…Applying the same technique as that of (26) and, (27), substitute x = α 1 t, x = −α 2 t into (45) while V 1 , V 2 and t are regarded as known constants, the fibrous fracture speeds α 1 and α 2 can be facilely attained.…”
Section: K (1)mentioning
confidence: 99%
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“…Applying the same technique as that of (26) and, (27), substitute x = α 1 t, x = −α 2 t into (45) while V 1 , V 2 and t are regarded as known constants, the fibrous fracture speeds α 1 and α 2 can be facilely attained.…”
Section: K (1)mentioning
confidence: 99%
“…If the fiber failure occurring at the crack plane is governed by maximum tensile stress, the fiber breaks and hence the crack extension should also appear in a selfsimilar fashion. The fiber breaks lie along a transverse line and therefore present a notch [3,25,26]. When a crack of composite materials moves at high speed, bridging fiber pull-out still exists in the dynamic circumstance, whose fiber pull-out is more significant than those in the static case.…”
Section: Introductionmentioning
confidence: 99%
“…Load is transferred between adjacent fibers through the matrix by a straightforward shear mechanism. The shear stresses are independent of transverse displacements and the equilibrium equation in the fiber direction decreases to an equation in the longitudinal displacements alone, as is a typical of shear-lag theory [17,22,23]. The approach and modeling procedure developed by Ref.…”
Section: A Dynamic Asymmetrical Crack Model Of Bridging Fiber Pull-oumentioning
confidence: 99%
“…When relevant parameters are put into Eqs. (23), (24), (41), (42) to easily plot K 1 (1) (t) and K 1 (2) (t) as a function of time t, respectively, and the numerical solutions of them are readily obtained. The following constants [40,41,36] are presumed: (t) and K 1 (2) (t) decay gradually to slow and trend to constants finally and have obvious singularity with the increase of time, because only variable t lies in the denominator of the two expressions; moreover the rest quantities are regarded as real constants.…”
Section: Description Of Dynamic Stress Intensity Factormentioning
confidence: 99%
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