Punching Shear Resistance of Reinforced Concrete Footings
(Sprache: Englisch)
Punching shear is a possible failure mode for slender footings and can lead a structure to ruin through progressive collapse. Although the geometric characteristics of footings are differentiated, their punching shear design is based on empirical methods...
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Punching shear is a possible failure mode for slender footings and can lead a structure to ruin through progressive collapse. Although the geometric characteristics of footings are differentiated, their punching shear design is based on empirical methods similar to those used for slab-column connections. This paper uses experimental results from 216 tests to evaluate the performance of design code recommendations presented by ACI 318 (2014), ABNT NBR 6118 (2014) and Eurocode 2 (2010) to estimate the punching shear resistance of reinforced concrete footings. Great dispersion between theoretical and experimental results was observed, being evident that the shear span-to-depth ratio (a/d) is one fundamental parameter to be considered in the design of footings, which indirectly allows the consideration of the arch action.
Autoren-Porträt von Douglas F. A. dos Santos
F. A. dos Santos, DouglasCivil Engineer and Master in Civil Engineering by the Federal University of Pará - UFPA in Brazil. He is currently professor at the Faculdade Tocantinense Presidente Antônio Carlos Porto Nacional (FAPAC-ITPAC / PORTO). Member of the Research Group NUMEA (www.numea.com.br).
Bibliographische Angaben
- Autor: Douglas F. A. dos Santos
- 2018, 52 Seiten, Maße: 22 cm, Kartoniert (TB), Englisch
- Verlag: LAP Lambert Academic Publishing
- ISBN-10: 6139871654
- ISBN-13: 9786139871650
Sprache:
Englisch
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