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    Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10259/8332

    Título
    Improved correlation for elastic modulus prediction of metallic materials in the Small Punch Test
    Autor
    Calaf Chica, JoséUBU authority Orcid
    Bravo Díez, Pedro MiguelUBU authority Orcid
    Preciado Calzada, MónicaUBU authority Orcid
    Publicado en
    International Journal of Mechanical Sciences. 2017, V. 134, p. 112-122
    Editorial
    Elsevier
    Fecha de publicación
    2017-12
    ISSN
    0020-7403
    DOI
    10.1016/j.ijmecsci.2017.10.006
    Abstract
    Generally, the correlation factors of parameters obtained from the load-displacement curve of small punch tests and the mechanical properties of materials are only acceptable for the materials tested in each investigation. Although the standardization of the correlation factors for different groups of materials is the objective in much of the research on the Small Punch Test (SPT), there are not many studies focused on the physical sense of these correlation factors. Consequently, the applicability of these factors needs the prior knowledge of the material to be tested with comparisons between SPT’s and standardized tensile tests. This investigation, through finite element modeling and a theoretical analysis, goes in depth into the understanding of the first zone of the SPT curve and the study of an unloading/loading cycle introduced into this zone in order to obtain an improved correlation factor for the elastic modulus. This factor is acceptable for most isotropic and homogeneous metallic alloys and depends only on the geometrical setup of the test. Experimental tests (tensile tests and SPT’s) were added to these numerical/theoretical analyses to demonstrate the suitability of this correlation.
    Palabras clave
    Small Punch Test
    SPT
    Elastic modulus
    Indentation
    Bending plate
    Materia
    Resistencia de materiales
    Strength of materials
    Ensayos (Tecnología)
    Testing
    Ingeniería civil
    Civil engineering
    URI
    http://hdl.handle.net/10259/8332
    Versión del editor
    https://doi.org/10.1016/j.ijmecsci.2017.10.006
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