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  • The paper presents a numerical study of the mechanical response of a pre-stressed monoblock railway sleeper subjected to a standardized static loading test according to European Standards for railway applications. Most attention is paid to the prediction of the distribution and widths of cracks evolving at the sleeper's surface in dependence on the applied load, which can aid the quality inspection process for pre-tensioned sleepers at production plants. Numerical analyses are performed in the 3D version of commercial FE code ATENA. Several variants of FE mesh are considered in the analyses. Results are compared to experimental data.
  • The paper presents a numerical study of the mechanical response of a pre-stressed monoblock railway sleeper subjected to a standardized static loading test according to European Standards for railway applications. Most attention is paid to the prediction of the distribution and widths of cracks evolving at the sleeper's surface in dependence on the applied load, which can aid the quality inspection process for pre-tensioned sleepers at production plants. Numerical analyses are performed in the 3D version of commercial FE code ATENA. Several variants of FE mesh are considered in the analyses. Results are compared to experimental data. (en)
Title
  • Numerical study of failure of pre-stressed railway sleepers during evaluative bending test
  • Numerical study of failure of pre-stressed railway sleepers during evaluative bending test (en)
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  • Numerical study of failure of pre-stressed railway sleepers during evaluative bending test
  • Numerical study of failure of pre-stressed railway sleepers during evaluative bending test (en)
skos:notation
  • RIV/00216305:26110/09:PU86638!RIV10-MSM-26110___
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  • P(1M0579), P(GA103/07/1276)
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  • 330288
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  • RIV/00216305:26110/09:PU86638
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  • railway sleepers, quasi-brittle failure, crack initiation, crack width, numerical modelling (en)
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  • [355923EA2CC2]
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  • Mladý vedec 2009 - 1. Medzinárodná doktorandská konferencia stavebníctva a architektúry pod záštitou dekanky SvF TUKE prof. Ing. Ingrid Šenitkovej, Ph.D.
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  • Veselý, Václav
  • Lahner, Jakub
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number of pages
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  • Neuveden
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  • 978-80-553-0176-1
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  • 26110
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