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Pyo, Sukhoon
Innovative Materials for Construction and Transportation Lab.
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Shear resistance of ultra-high-performance fiber-reinforced concrete

Author(s)
Tri Thuong NgoPark, Jun KilPyo, SukhoonKim, Dong Joo
Issued Date
2017-10
DOI
10.1016/j.conbuildmat.2017.06.079
URI
https://scholarworks.unist.ac.kr/handle/201301/25724
Fulltext
https://www.sciencedirect.com/science/article/pii/S0950061817312199?via%3Dihub
Citation
CONSTRUCTION AND BUILDING MATERIALS, v.151, pp.246 - 257
Abstract
The shear resistance of ultra-high-performance fiber -reinforced concrete (UHPFRC) was investigated by using a newly proposed shear testing system. UHPFRCs displayed strain-hardening responses, in both shear and tensile testing, accompanied with multiple microcracks. The shear resistance of UHPFRCs was clearly influenced by their tensile resistance in addition to shear span to depth ratio (a/d). The shear strengths of UHPFRCs generally exceed the direct tensile strengths about 1.6 times. A theoretical model predicting the shear strength of UHPFRCs was proposed based on the tensile strength and a/d ratio.
Publisher
ELSEVIER SCI LTD
ISSN
0950-0618
Keyword (Author)
UHPFRCShear test methodShear strengthTheoretical shear modelShear-tension correlationTensile resistance
Keyword
CEMENT-BASED COMPOSITESCOMPRESSIVE STRENGTHBEHAVIOR

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