• Title of article

    Comprehensive concrete fracture tests: Description and results

  • Author/Authors

    Hoover، نويسنده , , Christian G. and P. Ba?ant، نويسنده , , Zden?k and Vorel، نويسنده , , Jan and Wendner، نويسنده , , Roman and Hubler، نويسنده , , Mija H. Hubler، نويسنده ,

  • Issue Information
    روزنامه با شماره پیاپی سال 2013
  • Pages
    12
  • From page
    92
  • To page
    103
  • Abstract
    Although hundreds of concrete fracture tests exist, their evaluation is ambiguous because they have limited ranges of specimen size, initial notch depth and postpeak response, and refer to different concretes, different batches of concrete, different ages, different environmental conditions, different loading rates and test procedures, and different specimen types. Presented is an experimental investigation of unprecedented comprehensiveness and low scatter, using specimens made from one batch of concrete. It includes: (1) notched and unnotched beams tested at virtually the same age; (2) crack depths ranging from 0% to 30% of beam depth; (3) a broad size range (1: 12.5); (4) tests in transition between type 1 and type 2 size effects; (5) virtually complete postpeak softening data; (6) properly correlated loading rates; and (7) complete standard characterization of the concrete used. The analysis is relegated to a follow-up paper.
  • Keywords
    Concrete fracture , Flexural Strength , fracture testing , Notch depth effect , Modulus of rupture , Statistical scatter , Scaling of strength
  • Journal title
    ENGINEERING FRACTURE MECHANICS
  • Serial Year
    2013
  • Journal title
    ENGINEERING FRACTURE MECHANICS
  • Record number

    2344104