ON THE TENSILE PROPERTIES OF A FIBER-REINFORCED TITANIUM MATRIX COMPOSITE .2. INFLUENCE OF NOTCHES AND HOLES

Citation
Sj. Connell et al., ON THE TENSILE PROPERTIES OF A FIBER-REINFORCED TITANIUM MATRIX COMPOSITE .2. INFLUENCE OF NOTCHES AND HOLES, Acta metallurgica et materialia, 42(10), 1994, pp. 3451-3461
Citations number
14
Categorie Soggetti
Material Science","Metallurgy & Mining
ISSN journal
09567151
Volume
42
Issue
10
Year of publication
1994
Pages
3451 - 3461
Database
ISI
SICI code
0956-7151(1994)42:10<3451:OTTPOA>2.0.ZU;2-K
Abstract
The effects of holes and notches on the ultimate tensile strength of a unidirectionally reinforced titanium matrix composite have been exami ned. During tensile loading, a narrow plastic strip forms ahead of the notch or hole prior to fracture, similar to that observed in thin she ets of ductile metals. Examination of the fibers following dissolution of the matrix indicates that essentially all the fibers within such a strip are broken prior to catastrophic fracture of the composite. The trends in notch-strength have been rationalized using a fracture mech anics-based model, treating the plastic strip as a bridged crack. The observations suggest that the bridging traction law appropriate to thi s class of composite is comprised of two parts. In the first, the majo rity of fibers are unbroken and the bridging stress corresponds to the unnotched tensile strength of the composite; in the second, the fiber s are broken and the bridging stress is governed by the yield stress o f the matrix, with some contribution derived from fiber pullout. This behavior has been modeled by a two-level rectilinear bridging law. The parameters characterizing the bridging law have been measured and use d to predict the notch strength of the composite. A variation on this scheme in which the fracture resistance is characterized by an intrins ic toughness in combination with a rectilinear bridging traction law h as also been considered and found to be consistent with the prediction s based on the two-level traction law.