Magliulo, Gennaro, Ercolino, Marianna ORCID: 0000-0001-8678-0631, 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:https://doi.org/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 Commons CC-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
Subjects:	T Technology > TH Building construction
Faculty / School / Research Centre / Research Group:	Faculty of Engineering & Science Faculty of Engineering & Science > School of Engineering (ENG)
Last Modified:	22 Oct 2020 16:07
URI:	http://gala.gre.ac.uk/id/eprint/14268

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