Shear capacity of reinforced concrete beams under complex loading conditions

Yuguang Yang, Joost Walraven, Joop Den Uijl

Research output: Chapter in Book/Conference proceedings/Edited volumeConference contributionScientificpeer-review

6 Citations (Scopus)

Abstract

In this paper, the shear capacity of reinforced concrete specimens without shear reinforcement loaded under multiple point loads with both continuously and simply supported boundary conditions is investigated. Various experiments have been carried out in the laboratory. The test results are compared with those obtained on similar specimens loaded by a single point load in the same research project. Besides, the test results are compared with design formulas suggested in design codes such as Euro-code and fib Model Code 2010. Several recommendations are given with respect to the tested loading conditions.

Original languageEnglish
Title of host publicationProceedings of the 9th fib International PhD Symposium in Civil Engineering
PublisherKarlsruher Institut fur Technologie (KIT)
Pages43-48
Number of pages6
ISBN (Electronic)9783866448582
Publication statusPublished - 1 Jan 2012
Event9th fib International PhD Symposium in Civil Engineering - Karlsruhe, Germany
Duration: 22 Jul 201225 Jul 2012

Conference

Conference9th fib International PhD Symposium in Civil Engineering
CountryGermany
CityKarlsruhe
Period22/07/1225/07/12

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