Shear capacity of high performance fiber reinforced concrete I-beams

Pansuk, W; Nguyen, TN; Sato, Y; Den Uijl, JA; Walraven, JC

Shear capacity of high performance fiber reinforced concrete I-beams

Pansuk, W Nguyen, TN

Sato, Y Den Uijl, JA Walraven, JC

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Publication Type:: Journal Article
Citation:: Construction and Building Materials, 2017, 157 pp. 182 - 193
Issue Date:: 2017-12-30

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Field	Value	Language
dc.contributor.author	Pansuk, W	en_US
dc.contributor.author	Nguyen, TN https://orcid.org/0000-0002-8819-4940	en_US
dc.contributor.author	Sato, Y	en_US
dc.contributor.author	Den Uijl, JA	en_US
dc.contributor.author	Walraven, JC	en_US
dc.date.issued	2017-12-30	en_US
dc.identifier.citation	Construction and Building Materials, 2017, 157 pp. 182 - 193	en_US
dc.identifier.issn	0950-0618	en_US
dc.identifier.uri	http://hdl.handle.net/10453/125363
dc.description.abstract	© 2017 Elsevier Ltd An experimental program was carried out to investigate the shear capacity of High-Performance Fiber-Reinforced Concrete (HPFRC) I-beams. The main parameters were assigned as the fiber content and presence of shear reinforcement. To study the effect of these main parameters on the shear capacity, testing of six I-beams and other control specimens was conducted. It can be observed from the results of the experimental study that the presence of fibers and shear reinforcement significantly improves the ultimate capacity and structural behavior of HPFRC members. Finally, the experimental results are discussed, and the shear capacity of HPFRC can be estimated by extending the code provisions stated in AFGC-Sétra 2013.	en_US
dc.relation.ispartof	Construction and Building Materials	en_US
dc.relation.isbasedon	10.1016/j.conbuildmat.2017.09.057	en_US
dc.subject.classification	Building & Construction	en_US
dc.title	Shear capacity of high performance fiber reinforced concrete I-beams	en_US
dc.type	Journal Article
utslib.citation.volume	157	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	1202 Building	en_US
pubs.embargo.period	Not known	en_US
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
utslib.copyright.status	closed_access
pubs.publication-status	Published	en_US
pubs.volume	157	en_US

Abstract:

© 2017 Elsevier Ltd An experimental program was carried out to investigate the shear capacity of High-Performance Fiber-Reinforced Concrete (HPFRC) I-beams. The main parameters were assigned as the fiber content and presence of shear reinforcement. To study the effect of these main parameters on the shear capacity, testing of six I-beams and other control specimens was conducted. It can be observed from the results of the experimental study that the presence of fibers and shear reinforcement significantly improves the ultimate capacity and structural behavior of HPFRC members. Finally, the experimental results are discussed, and the shear capacity of HPFRC can be estimated by extending the code provisions stated in AFGC-Sétra 2013.

Please use this identifier to cite or link to this item:

http://hdl.handle.net/10453/125363