Evaluating longitudinal shear resistance in composite slabs with steel decks

Authors

  • Melchor López Ávila Universidad Central de Las Villas (Cuba)
  • Rafael Larrúa Quevedo Universidad de Camaguey (Cuba)
  • Carlos A. Recarey Morfa Universidad Central de Las Villas (Cuba)

DOI:

https://doi.org/10.4067/S0718-50732009000100005

Keywords:

Composite slabs, numerical modeling, pull out, longitudinal shear, finite elements

Abstract

Using finite elements method a numerically pull out test is reproduced that usually is performed in composite slabs with steel deck to estimate slip resistance due to longitudinal shear forces between steel deck and concrete block surfaces. Has been assumed an elastic- plastic model to represent steel behavior, and a plastic damage model for concrete. Bases have been establish to perform a parametric study of the problem, an to develop analytic method to calculate longitudinal shear.

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Published

2009-04-30

How to Cite

López Ávila, M., Larrúa Quevedo, R., & Recarey Morfa, C. A. (2009). Evaluating longitudinal shear resistance in composite slabs with steel decks. Revista Ingeniería De Construcción, 24(1), 95–113. https://doi.org/10.4067/S0718-50732009000100005

Issue

Vol. 24 No. 1 (2009)

Section

Original Research

License

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.