Residual stress measurements in an SiC continuous fiber reinforced Ti matrix composite

Residual stresses in the matrix of a continuous SiC fiber-Ti 1100 matrix composite sheet were measured by means of x-ray and neutron diffraction. The following conclusions can be drawn from the results of this investigation: The neutron diffraction experiments show that the bulk stress state within...

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Bibliographic Details
Published inScripta materialia Vol. 42; no. 8; pp. 775 - 779
Main Authors Willemse, P.F, Mulder, F.M, Wei, W, Rekveldt, M.Th, Knight, K.S
Format Journal Article
LanguageEnglish
Published New York, NY Elsevier Ltd 14.04.2000
Elsevier Science
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Summary:Residual stresses in the matrix of a continuous SiC fiber-Ti 1100 matrix composite sheet were measured by means of x-ray and neutron diffraction. The following conclusions can be drawn from the results of this investigation: The neutron diffraction experiments show that the bulk stress state within the matrix can be approximated by a biaxial tensor with a relatively large tensile component parallel to the fibers and a smaller tensile component within the sheet plane perpendicular to the fiber axes. A depth profile of the stresses parallel to and perpendicular to the fibers within the sheet plane as measured with x-ray diffraction, shows that, for this specimen, these stresses decrease with the distance from the original surface of the composite. At approx55 mu m below this surface, and 5 mu m from the outermost layer of fibers, the stresses measured with x-rays are comparable to the bulk stresses as measured with neutron diffraction. Neutron diffraction line broadening measurements show that in directions perpendicular to the fibers more broadening exists than in directions parallel to the fiber axes. This can be explained by a more nonuniform distribution of the hoop and radial stresses around the fibers in comparison with that of the axial stress, and by the variation of angles between the hoop and radial stresses and the considered lattice planes.
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ISSN:1359-6462
1872-8456
DOI:10.1016/S1359-6462(99)00429-7