Assessment of Failure along Re-Entrant Corner Cracks in Existing RC Dapped-End Connections-Reference-Cited by-同舟云学术

Assessment of Failure along Re-Entrant Corner Cracks in Existing RC Dapped-End Connections

Published:2021-03-10 Issue:2 Volume:31 Page:216-226
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Rajapakse Chathura¹,Degée Hervé²,Mihaylov Boyan³

Affiliation:

1. Joint PhD student, University of Liège and Hasselt University, Belgium

2. Prof., Hasselt University, Hasselt, Belgium

3. Assistant Professor, University of Liège, Liège, Belgium

Funder

BOF 2018: Doctoraatsfonds i.s.m. ULiège: Chathura Rajapakse

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10168664.2021.1878975

Reference32 articles.

1. Johnson PM, Couture A, Nicolet R. Commission of inquiry into the collapse of a portion of the de la Concorde overpass. Library and National Archives of Quebec. December, 2007. http://www.cevc.gouv.qc.ca/UserFiles/File/Rapport/report_eng.pdf.

2. Mata-Falcón J. Serviceability and Ultimate Behaviour of Dapped-end Beams (In Spanish: Estudio del comportamiento en servicio y rotura de los apoyos a media madera). PhD Thesis, Universitat Politècnica de València, Valencia, 2015, 747.

3. Kumaraguru P. Strength of Dapped End Beams. MSc Thesis, University of Calgary, Calgary, Alberta, Canada, 1992, 81–94.

4. Herzinger R. Stud Reinforcement in Dapped Ends of Concrete Beams. PhD thesis, University of Calgary, Calgary, Alberta, Canada, 2008, 139–228.

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