Using steel fibered high strength concrete for repairing continuous normal strength concrete bending elements

K. Holschemacher; I. Iskhakov; Y. Ribakov

Using steel fibered high strength concrete for repairing continuous normal strength concrete bending elements

K. Holschemacher, I. Iskhakov, Y. Ribakov

Department of Civil Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

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.

Original language	English
Title of host publication	Proceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015
Editors	H.-D. Beushausen, M.G. Alexander, P. Moyo, F. Dehn
Pages	89
Number of pages	1
State	Published - 2016
Event	4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015 - Leipzig, Germany Duration: 5 Oct 2015 → 7 Oct 2015

Publication series

Name	Proceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015

Conference

Conference	4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015
Country/Territory	Germany
City	Leipzig
Period	5/10/15 → 7/10/15

Cite this

Holschemacher, K., Iskhakov, I., & Ribakov, Y. (2016). Using steel fibered high strength concrete for repairing continuous normal strength concrete bending elements. In H.-D. Beushausen, M. G. Alexander, P. Moyo, & F. Dehn (Eds.), Proceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015 (pp. 89). (Proceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015).

Holschemacher, K. ; Iskhakov, I. ; Ribakov, Y. / Using steel fibered high strength concrete for repairing continuous normal strength concrete bending elements. Proceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015. editor / H.-D. Beushausen ; M.G. Alexander ; P. Moyo ; F. Dehn. 2016. pp. 89 (Proceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015).

@inproceedings{95b33386d131475f98b82b77ae25c97e,

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 = "אנגלית",

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",

}

Holschemacher, K, Iskhakov, I & Ribakov, Y 2016, Using steel fibered high strength concrete for repairing continuous normal strength concrete bending elements. in H-D Beushausen, MG Alexander, P Moyo & F Dehn (eds), Proceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015. Proceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015, pp. 89, 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015, Leipzig, Germany, 5/10/15.

Using steel fibered high strength concrete for repairing continuous normal strength concrete bending elements. / Holschemacher, K.; Iskhakov, I.; Ribakov, Y.
Proceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015. ed. / H.-D. Beushausen; M.G. Alexander; P. Moyo; F. Dehn. 2016. p. 89 (Proceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

TY - GEN

T1 - Using steel fibered high strength concrete for repairing continuous normal strength concrete bending elements

AU - Holschemacher, K.

AU - Iskhakov, I.

AU - Ribakov, Y.

PY - 2016

Y1 - 2016

N2 - 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.

AB - 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.

UR - http://www.scopus.com/inward/record.url?scp=85012195306&partnerID=8YFLogxK

M3 - ???researchoutput.researchoutputtypes.contributiontobookanthology.conference???

AN - SCOPUS:85012195306

SN - 9781138028432

T3 - Proceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015

SP - 89

BT - Proceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015

A2 - Beushausen, H.-D.

A2 - Alexander, M.G.

A2 - Moyo, P.

A2 - Dehn, F.

T2 - 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015

Y2 - 5 October 2015 through 7 October 2015

ER -

Holschemacher K, Iskhakov I , Ribakov Y. Using steel fibered high strength concrete for repairing continuous normal strength concrete bending elements. In Beushausen HD, Alexander MG, Moyo P, Dehn F, editors, Proceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015. 2016. p. 89. (Proceedings of the 4th International Conference on Concrete Repair, Rehabilitation and Retrofitting, ICCRRR 2015).

Using steel fibered high strength concrete for repairing continuous normal strength concrete bending elements

Abstract

Publication series

Conference

Other files and links

Fingerprint

Cite this