Number of the records: 1  

Tomographic investigation of the fracture toughness of the quasi-brittle specimens subjected to four-point bending test

  1. 1.
    0498857 - ÚTAM 2019 RIV NL eng C - Conference Paper (international conference)
    Vavřík, Daniel - Beneš, Pavel - Fíla, Tomáš - Koudelka_ml., Petr - Kumpová, Ivana - Kytýř, Daniel - Vopálenský, Michal - Vavro, Martin - Vavro, Leona
    Tomographic investigation of the fracture toughness of the quasi-brittle specimens subjected to four-point bending test.
    Procedia Structural Integrity. Vol. 13. Amsterdam: Elsevier, 2018 - (Sedmak, A.; Radakovic, Z.; Rakin, M.), s. 1967-1970. ISSN 2452-3216.
    [European Conference on Fracture /22./. Belgrade (RS), 26.08.2018-31.08.2018]
    R&D Projects: GA MŠMT(CZ) EF16_019/0000766
    Institutional support: RVO:68378297 ; RVO:68145535
    Keywords : fracture process zone * crack path * quasi-brittle material * X-Ray computed tomography * four-point bending test
    OECD category: Applied mechanics; Applied mechanics (UGN-S)
    Result website:
    https://doi.org/10.1016/j.prostr.2018.12.263
    DOI: https://doi.org/10.1016/j.prostr.2018.12.263

    It is well known that detailed investigation of fracture mechanics of the quasi-brittle materials is rather complicated task as standard loading devices do not allow to interrupt loading test after reaching maximal loading force. The reason is that the point of maximal loading force is followed by the evolution of the fracture processes, due to elastic energy stored in the loading device itself. This fundamental obstacle was overcome in this work thanks to a newly developed compact four-point bending device. We show that shape of the crack can be evaluated on the basis of the so called differential tomography, which compares reference and actual states of the loaded specimen. Similarly, it is possible to evaluate displacement and strain fields by analyzing the series of loading states using the digital image correlation tools. Using such a methodology, local fracture toughness KIc is calculated thanks to information about of the crack path and evaluated CTOD parameter.

    Permanent Link: http://hdl.handle.net/11104/0291147

     
     
Number of the records: 1  

  This site uses cookies to make them easier to browse. Learn more about how we use cookies.