About: Statistical Evaluation of Fatigue Tests of Plain C30/37 and C45/55 Class Concrete Specimens     Goto   Sponge   NotDistinct   Permalink

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  • The aim of this paper is to present and compare basic fatigue parameter values obtained for plain C30/37 and C45/55 class concrete specimens during dynamic tests. Selected approximation curves of mechanical-fracture parameter values over time – compressive cube strength, modulus of elasticity, effective fracture toughness and specific fracture energy – are used to determine the most accurate fatigue parameter values corresponding to the age of specimens when dynamic tests were performed. The power law and Weibull model developed by Castillo et al. are used for standard description of the SN curve. Both of the methods of fatigue test evaluation will be compared and the suitability of their application within numerical models will be discussed.
  • The aim of this paper is to present and compare basic fatigue parameter values obtained for plain C30/37 and C45/55 class concrete specimens during dynamic tests. Selected approximation curves of mechanical-fracture parameter values over time – compressive cube strength, modulus of elasticity, effective fracture toughness and specific fracture energy – are used to determine the most accurate fatigue parameter values corresponding to the age of specimens when dynamic tests were performed. The power law and Weibull model developed by Castillo et al. are used for standard description of the SN curve. Both of the methods of fatigue test evaluation will be compared and the suitability of their application within numerical models will be discussed. (en)
Title
  • Statistical Evaluation of Fatigue Tests of Plain C30/37 and C45/55 Class Concrete Specimens
  • Statistical Evaluation of Fatigue Tests of Plain C30/37 and C45/55 Class Concrete Specimens (en)
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  • Statistical Evaluation of Fatigue Tests of Plain C30/37 and C45/55 Class Concrete Specimens
  • Statistical Evaluation of Fatigue Tests of Plain C30/37 and C45/55 Class Concrete Specimens (en)
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  • RIV/68081723:_____/13:00422435!RIV14-GA0-68081723
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  • I, P(GAP104/11/0833)
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  • 107770
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  • RIV/68081723:_____/13:00422435
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  • Concrete; Fatigue; Approximation; Wöhler curve; Castillo’s model (en)
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  • [534CD8681360]
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  • Toledo
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  • Barcelona
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  • Fracture Mechanics of Concrete and Concrete Structures
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  • Seitl, Stanislav
  • Keršner, Z.
  • Šimonová, H.
  • Havlíková, I.
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  • CIMNE
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  • 978-84-941004-1-3
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