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The effect of pre-setting pressure applied flexural strength and fracture toughness of reactive powder concrete during the setting phase

Date
2012
Author
Ipek, Metin
UYSAL, Mücteba
Yilmaz, Kemalattin
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Abstract
In this study, the effect of pre-setting pressure on reactive powder concrete (RPC) was examined. The fresh (plastic) concrete samples were filled in a specified beam mould and six different pre-setting pressure values (control-without pressure, 5, 10, 15, 20, 25 MPa) were applied. Flexural strength was improved by 34% with very low amounts (5 MPa) of pre-setting pressure. Also, toughness was increased more than thrice. In this study, the maximum flexural strength of 36.4 MPa and toughness of 116.960 N m were obtained under 25 MPa pre-setting pressure. Volume of sample was decreased 7.9% by pre-setting pressure. (C) 2011 Elsevier Ltd. All rights reserved.
URI
http://hdl.handle.net/20.500.12627/80488
https://doi.org/10.1016/j.conbuildmat.2011.06.045
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Creative Commons Lisansı

İstanbul Üniversitesi Akademik Arşiv Sistemi (ilgili içerikte aksi belirtilmediği sürece) Creative Commons Alıntı-GayriTicari-Türetilemez 4.0 Uluslararası Lisansı ile lisanslanmıştır.

DSpace software copyright © 2002-2016  DuraSpace
Contact Us | Send Feedback
Theme by 
Atmire NV