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Three-Point Bending Test in Quasi Brittle Materials

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Problems of Fracture Mechanics and Fatigue

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Abstract

Consider a Three-Point Bending (TPB) test carried out on a pre-notched specimen of plain concrete, with standard granulometry (dmax = 16mm). The test geometry is shown in Figure 1 (with dimensions in mm):

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References

  1. G.C. Sih (1973) Handbook of Stress lntensity Factors, Institute of Fractureand Solid Mechanics, Lehigh University, Bethlehem, Pennsylvania, USA

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Authors
  1. A. Carpinteri
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  2. B. Chiaia
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  3. P. Cornetti
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Editor information

Editors and Affiliations

  1. School of Engineering, Democritus University of Thrace, GR-671 00, Xanthi, Greece

    Emmanuel E. Gdoutos

  2. Structural Integrity Research Institute of the University of Sheffield, Department of Mechanical Engineering, The University of Sheffield, S1 3JD, Sheffield, UK

    Chris A. Rodopoulos

  3. Department of Mechanical Engineering, The University of Sheffield, S1 3JD, Sheffield, UK

    John R. Yates

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© 2003 Springer Science+Business Media Dordrecht

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Carpinteri, A., Chiaia, B., Cornetti, P. (2003). Three-Point Bending Test in Quasi Brittle Materials. In: Gdoutos, E.E., Rodopoulos, C.A., Yates, J.R. (eds) Problems of Fracture Mechanics and Fatigue. Springer, Dordrecht. https://doi.org/10.1007/978-94-017-2774-7_39

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  • DOI: https://doi.org/10.1007/978-94-017-2774-7_39

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-90-481-6491-2

  • Online ISBN: 978-94-017-2774-7

  • eBook Packages: Springer Book Archive

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