The effect of local reinforcing bar reductions and anchorage zone cracking on the load capacity of RC half-joints
cam.issuedOnline | 2017-10-07 | |
datacite.issupplementedby.doi | 10.17863/CAM.13336 | |
dc.contributor.author | Desnerck, PRH | |
dc.contributor.author | Lees, J | |
dc.contributor.author | Morley, C | |
dc.contributor.orcid | Desnerck, Pieter [0000-0002-8042-9741] | |
dc.contributor.orcid | Lees, Janet [0000-0002-8295-8321] | |
dc.date.accessioned | 2017-11-07T18:05:32Z | |
dc.date.available | 2017-11-07T18:05:32Z | |
dc.date.issued | 2017-12-01 | |
dc.description.abstract | Half-joint beams, also referred to as dapped-end beams, have been the subject of several studies, primarily focussing on the design optimisation of new reinforced concrete beams and bridge decks. Existing half-joint structures, however, often show signs of deterioration and can exhibit improper reinforcement detailing. In order to gain a better insight into the impact of local corrosion, anchorage cracking, limited amounts of provided shear reinforcement, and improper reinforcement detailing, a test program was designed. Full-scale tests on nine half-joint beams were performed. The results of the study show that even though the impact of an individual shortcoming on the load carrying capacity of reinforced concrete half-joint beams might not be substantial, inspectors and assessors should pay attention to the possibility of combined effects. When multiple deterioration processes are noted and/or questions are raised with respect to the reinforcement detailing, the impact on the load carrying capacity of the beam might be larger than the linear combination of the individual effects. | |
dc.description.sponsorship | The authors would like to acknowledge the financial support of EPSRC – the Engineering and Physical Sciences Research Council (UK) – through the EPSRC Project ‘Reinforced concrete half-joint structures: Structural integrity implications of reinforcement detailing and deterioration’ [Grant no. EP/K016148/1]. | |
dc.identifier.doi | 10.17863/CAM.14363 | |
dc.identifier.eissn | 1873-7323 | |
dc.identifier.issn | 0141-0296 | |
dc.identifier.uri | https://www.repository.cam.ac.uk/handle/1810/268163 | |
dc.language.iso | eng | |
dc.publisher | Elsevier | |
dc.publisher.url | http://dx.doi.org/10.1016/j.engstruct.2017.09.021 | |
dc.rights | Attribution 4.0 International | |
dc.rights | Attribution 4.0 International | |
dc.rights | Attribution 4.0 International | |
dc.rights.uri | http://creativecommons.org/licenses/by/4.0/ | |
dc.rights.uri | http://creativecommons.org/licenses/by/4.0/ | |
dc.rights.uri | http://creativecommons.org/licenses/by/4.0/ | |
dc.subject | assessment | |
dc.subject | dapped-end beam | |
dc.subject | half-joint | |
dc.subject | strut-and-tie | |
dc.subject | load-bearing capacity | |
dc.subject | corrosion | |
dc.subject | anchorage | |
dc.subject | cracking | |
dc.subject | re-entrant corner | |
dc.title | The effect of local reinforcing bar reductions and anchorage zone cracking on the load capacity of RC half-joints | |
dc.type | Article | |
dcterms.dateAccepted | 2017-09-12 | |
prism.endingPage | 877 | |
prism.publicationDate | 2017 | |
prism.publicationName | Engineering Structures | |
prism.startingPage | 865 | |
prism.volume | 152 | |
pubs.funder-project-id | Engineering and Physical Sciences Research Council (EP/K016148/1) | |
rioxxterms.licenseref.startdate | 2017-12-01 | |
rioxxterms.licenseref.uri | http://creativecommons.org/licenses/by/4.0/ | |
rioxxterms.type | Journal Article/Review | |
rioxxterms.version | VoR | |
rioxxterms.versionofrecord | 10.1016/j.engstruct.2017.09.021 |
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