Impact of the reinforcement layout on the load capacity of reinforced concrete half-joints
Open Access
- 1 November 2016
- journal article
- Published by Elsevier BV in Engineering Structures
- Vol. 127, 227-239
- https://doi.org/10.1016/j.engstruct.2016.08.061
Abstract
No abstract availableKeywords
Funding Information
- EPSRC (EP/K016148/1)
This publication has 9 references indexed in Scilit:
- Shear Failure of RC Dapped-End BeamsAdvances in Materials Science and Engineering, 2015
- Experimental study on the structural behavior of concrete dapped-end beamsEngineering Structures, 2014
- Behaviour of reinforced concrete dapped-end beamsMagazine of Concrete Research, 2012
- Concorde Overpass Collapse: Structural AspectsJournal of Performance of Constructed Facilities, 2011
- Shear strength of reinforced concrete dapped-end beams using mechanism analysisMagazine of Concrete Research, 2011
- Experimental investigation on the shear capacity of RC dapped end beams and design recommendationsSTRUCTURAL ENGINEERING AND MECHANICS, 2005
- Strengthening of critically designed girders with dapped endsProceedings of the Institution of Civil Engineers - Structures and Buildings, 2005
- Shear strength of high‐strength concrete dapped‐end beamsJournal of the Chinese Institute of Engineers, 2003
- Design and Behavior of Dapped-End BeamsPCI Journal, 1979