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FEM analysis of the strength of RC beam-to-column dowel connections under monotonic actions

FEM analysis of the strength of RC beam-to-column dowel connections under monotonic actions

Magliulo, Gennaro, Ercolino, Marianna, Cimmino, Maddalena, Capozzi, Vittorio and Manfredi, Gaetano (2014) FEM analysis of the strength of RC beam-to-column dowel connections under monotonic actions. Construction and Building Materials, 69. pp. 271-284. ISSN 0950-0618 (doi:10.1016/j.conbuildmat.2014.07.036)

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Abstract

One of the most common and serious damages due to an earthquake in precast buildings is the failure of the beam-to-column connection. This work investigates the shear behavior of RC beam-to-column dowel connections. A FEM model of the connection, detailed at the material level, is provided; it is validated by
experimental evidences. Several parametric analyses are performed in order to investigate the influence of different variables on the connection behavior and the reliability of some literature formulae for the prediction of the dowel connection strength.

Item Type: Article
Additional Information: For subscription articles Authors transfer copyright to the publisher as part of a journal publishing agreement, but have the right to: • Share their article for Personal Use, Internal Institutional Use and Scholarly Sharing purposes, with a DOI link to the version of record on ScienceDirect (and with the Creative CommonsCC-BY-NC- ND license for author manuscript versions) • Retain patent, trademark and other intellectual property rights (including raw research data). • Proper attribution and credit for the published work.
Uncontrolled Keywords: RC beam-to-column dowel connection - FEM analysis - Shear strength - Precast buildings - Experimental test
Faculty / Department / Research Group: Faculty of Engineering & Science > Department of Engineering Science
Last Modified: 02 May 2017 10:02
Selected for GREAT 2016: None
Selected for GREAT 2017: GREAT b
Selected for GREAT 2018: None
URI: http://gala.gre.ac.uk/id/eprint/14268

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