Počet záznamů: 1  

Sustainable construction and building materials

  1. 1.
    0496508 - ÚTAM 2019 RIV GB eng M - Část monografie knihy
    Šperl, Martin - Drdácký, Miloš
    Cumulative tensile damage and consolidation effects on fracture properties of sandstone.
    Sustainable construction and building materials. London: IntechOpen, 2018 - (Hemeda, S.), s. 145-159. ISBN 978-1-78985-749-8
    Grant CEP: GA ČR(CZ) GBP105/12/G059
    Institucionální podpora: RVO:68378297
    Klíčová slova: damage cumulation * sandstone * historical monuments * simple tension * cyclic loading * stone consolidation
    Obor OECD: Mechanical engineering
    http://dx.doi.org/10.5772/intechopen.81434

    The presence of cracks in many historical objects indicates the action of external forces accompanied by internal strain gradients. This is usually a repetitive process, and damage cumulation may occur. A study of these effects requires a suitable methodology for testing historical stone that has been subjected to repeated tension strains. The chapter presents the results of a pilot experimental assessment of changes in the mechanical characteristics of sandstone due to accumulation of damage. The Young modulus and the Poisson number were investigated, using a verified methodology for testing stone in simple tension and in cyclic simple tension/compression loading. The results show that the first tension load displacement can be approximated very satisfactorily by a power function, and the optical digital image correlation (DIC) method again demonstrated its capacity and suitability for measuring the complex deformation field on porous surfaces and on naturally well-structured surfaces. The chapter further presents a methodology for investigating fracture phenomena in sandstone treated for consolidation. It shows the preparation of test specimens with a cyclic loading generated crack, control of the test specimen preparation, and verification by means of X-ray micro-CT and DIC techniques. The chapter illustrates an influence of various consolidation agents on the toughness of cracked specimens.
    Trvalý link: http://hdl.handle.net/11104/0295122

     
     
Počet záznamů: 1  

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