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    Experimental investigation on the effect of wear flat inclination on the cutting response of a blunt tool in rock cutting

    267777.pdf (14.63Mb)
    Access Status
    Open access
    Authors
    Rostamsowlat, I.
    Richard, T.
    Evans, Brian
    Date
    2018
    Type
    Journal Article
    
    Metadata
    Show full item record
    Citation
    Rostamsowlat, I. and Richard, T. and Evans, B. 2018. Experimental investigation on the effect of wear flat inclination on the cutting response of a blunt tool in rock cutting. Acta Geotechnica. 14 (2): pp. 519-534.
    Source Title
    Acta Geotechnica
    DOI
    10.1007/s11440-018-0674-1
    ISSN
    1861-1125
    School
    WASM: Minerals, Energy and Chemical Engineering (WASM-MECE)
    Remarks

    The final publication is available at Springer via 10.1007/s11440-018-0674-1

    URI
    http://hdl.handle.net/20.500.11937/69831
    Collection
    • Curtin Research Publications
    Abstract

    A vast majority of experimental researches focuses on the cutting action of a sharp cutter, while there has been limited experimental work devoted to the study of the contact process at the wear flat-rock interface. The specific objective of this study is to determine the effect of the wear flat inclination angle ( β ) with respect to the cutter velocity vector ( vv ) on both the contact stress ( σ ) and friction coefficient ( μ ) mobilized at the wear flat-rock interface. An extensive and comprehensive set of cutting experiments was carried out on thirteen different sedimentary quarry rock samples using a state-of-the-art rock cutting equipment. A unique cutter holder was purposely designed and manufactured along with a precise experimental protocol implemented in order to change the back rake angle and therefore the inclination β by steps of 0.10∘ . The experimental observations confirm the existence of three regimes of frictional contact (identified as elastic, elasto-plastic and plastic) for all rock samples. Further, the results suggest that the scaled contact stress is predominantly controlled by a dimensionless number η=E∗tanβq with E∗ the plane strain elastic modulus and q the rock strength.

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