An experimental study on the flexural behaviour of reinforced polyvinyl alcohol-engineered cementitious composite beams

Dan Meng, C. K. Lee, Y. X. Zhang

Research output: Chapter in Book / Conference PaperConference Paperpeer-review

Abstract

![CDATA[In this paper, the results of an experimental study on the flexural behaviour of reinforced polyvinyl alcohol-engineered cementitious composite (PVA-ECC) beams are presented. The employed PVA-ECC was recently developed by the authors using local dune sand and had a tensile strain capability typically ranging from 0.5-1%. Four-point bending tests were conducted on steel reinforced PVA-ECC beams without shear reinforcement (stirrups), and traditional steel-reinforced concrete (RC) beams with stirrups were also tested for comparison. It was found that the steel reinforced PVA-ECC beams without stirrups showed even higher flexural resistance than the RC beams with stirrups. The load-deflection relationship of the PVA-ECC beams was significantly improved with a 20.2% higher load carrying capacity and a 96.0% higher corresponding mid-span deflection than the RC beams. The experimental results demonstrate the high ductility and excellent shear resistance of the PVA-ECC beams.]]
Original languageEnglish
Title of host publicationProceedings of the 9th Australasian Congress on Applied Mechanics (ACAM 9), 27-29 November 2017, Sydney, Australia
PublisherEngineers Australia
Pages836-841
Number of pages6
ISBN (Print)9781925627022
DOIs
Publication statusPublished - 2017
EventAustralasian Congress on Applied Mechanics -
Duration: 27 Nov 2017 → …

Conference

ConferenceAustralasian Congress on Applied Mechanics
Period27/11/17 → …

Fingerprint

Dive into the research topics of 'An experimental study on the flexural behaviour of reinforced polyvinyl alcohol-engineered cementitious composite beams'. Together they form a unique fingerprint.

Cite this