Punching Shear Failure of Concrete Ground Supported Slab View Full Text


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Article Info

DATE

2018-12

AUTHORS

Oldrich Sucharda, Martina Smirakova, Jana Vaskova, Pavlina Mateckova, Jan Kubosek, Radim Cajka

ABSTRACT

The article handles potential approaches to design and determination of total load capacity of foundation slabs and floors. The research is focused on punching shear failure of reinforced ground supported slab. The article presents detailed results of the experiment made and advanced numerical modelling based on nonlinear analysis and application of fracture-plastic model. The experiment made included a 2.0 × 1.95 m reinforced concrete slab-on-ground of 120 mm thickness. The experiment was followed by a parametric study of total load capacity calculation with nonlinear analysis which is supplemented by calculations based on existing design model code. More... »

PAGES

36

References to SciGraph publications

  • 2012-03. Effective punching shear and moment capacity of flat plate-column connection with shear reinforcements for lateral loading in INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS
  • 2017-03. Alternatives to Enhance Flat Slab Ductility in INTERNATIONAL JOURNAL OF CONCRETE STRUCTURES AND MATERIALS
  • Identifiers

    URI

    http://scigraph.springernature.com/pub.10.1186/s40069-018-0263-6

    DOI

    http://dx.doi.org/10.1186/s40069-018-0263-6

    DIMENSIONS

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