International Concrete Abstracts Portal

  


Title: Nonlinear Static Analysis of Flat Slab Floors with Grid Model (with Appendix)

Author(s): Dario Coronelli and Guglielmo Corti

Publication: Structural Journal

Volume: 111

Issue: 2

Appears on pages(s): 343-352

Keywords: flat slabs; grid models; punching shear; slab-column connections

DOI: 10.14359/51686526

Date: 3/1/2014

Abstract:
A grid model has been set up for the nonlinear response of a flat slab subjected to gravity and lateral cyclic loading. The model requires the definition of the grid geometry and properties of point hinges in beam finite elements, and modelling the nonlinear response in bending, torsion, and shear. The simulation is carried out for experimental tests on a floor under gravity and lateral biaxial cyclic loading of increasing amplitude. Pushover analyses have been performed under gravity and horizontal loads in the two principal directions. Predictions are shown of the global response and the connections of different column shapes and slab reinforcement with the strength, drift capacity, and failure modes. The accuracy is different in the two directions of loading due to the damage of the test slab for biaxial cyclic loading. The results show the potential of the model for design and analysis of existing flat slab structures.


ALSO AVAILABLE IN:

Electronic Structural Journal



  


ABOUT THE INTERNATIONAL CONCRETE ABSTRACTS PORTAL

  • The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.

Edit Module Settings to define Page Content Reviewer