@inproceedings{813970c5b5b24f368681ea2ecae2b909,
title = "Using steel fibered high strength concrete for repairing continuous normal strength concrete bending elements",
abstract = "Using Steel Fibered High Strength Concrete (SFHSC) for repairing normal strength concrete bending elements has been previously proved to be effective for statically determined beams (Iskhakov et al., 2011). Bruhwiler & Denarie (2008) investigated methods for rehabilitation of existing structures using Ultra High Performance Fiber Reinforced Concrete (UHPFRC). The rehabilitated full-scale structures have also significantly improved durability. Simple supported full-scale Two-Layer Beams (TLB) were tested (Iskhakov et al., 2014). A logical extension of these tests is experimental investigation of a Continuous Two-Layer Beam (CTLB), which is a focus of the current study.",
author = "K. Holschemacher and I. Iskhakov and Y. Ribakov",
note = "Publisher Copyright: {\textcopyright} 2016 Taylor & Francis Group, London.; 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015 ; Conference date: 05-10-2015 Through 07-10-2015",
year = "2016",
language = "الإنجليزيّة",
isbn = "9781138028432",
series = "Proceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015",
pages = "89",
editor = "H.-D. Beushausen and M.G. Alexander and P. Moyo and F. Dehn",
booktitle = "Proceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015",
}