Shear capacity of high performance fiber reinforced concrete I-beams

Withit Pansuk; Thuc N. Nguyen; Yasushiko Sato; J. A. Den Uijl; J. C. Walraven

doi:10.1016/j.conbuildmat.2017.09.057

Shear capacity of high performance fiber reinforced concrete I-beams

Withit Pansuk^*, Thuc N. Nguyen, Yasushiko Sato, J. A. Den Uijl, J. C. Walraven

^*この研究の対応する著者

研究成果: Article › 査読

48 被引用数 (Scopus)

抄録

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.

本文言語	English
ページ（範囲）	182-193
ページ数	12
ジャーナル	Construction and Building Materials
巻	157
DOI	https://doi.org/10.1016/j.conbuildmat.2017.09.057
出版ステータス	Published - 2017 12月 30
外部発表	はい

ASJC Scopus subject areas

土木構造工学
建築および建設
材料科学（全般）

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10.1016/j.conbuildmat.2017.09.057

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title = "Shear capacity of high performance fiber reinforced concrete I-beams",

abstract = "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-S{\'e}tra 2013.",

keywords = "Fiber content, High performance fiber reinforced concrete (HPFRC), Shear capacity, Shear reinforcement",

author = "Withit Pansuk and Nguyen, {Thuc N.} and Yasushiko Sato and {Den Uijl}, {J. A.} and Walraven, {J. C.}",

note = "Funding Information: The authors would like to acknowledge the support received from Chulalongkorn University with scholarships of CU-ASEAN, AUN/SEED-Net program, the Ratchadapisek Sompoch Endowment Fund (2014) (CU-57-029-AM) and “Stimulus Package 2 (SP2) of Ministry of Education under the theme of Green Engineering for Green Society” of Thailand. Publisher Copyright: {\textcopyright} 2017 Elsevier Ltd",

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doi = "10.1016/j.conbuildmat.2017.09.057",

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AU - Pansuk, Withit

AU - Nguyen, Thuc N.

AU - Sato, Yasushiko

AU - Den Uijl, J. A.

AU - Walraven, J. C.

N1 - Funding Information: The authors would like to acknowledge the support received from Chulalongkorn University with scholarships of CU-ASEAN, AUN/SEED-Net program, the Ratchadapisek Sompoch Endowment Fund (2014) (CU-57-029-AM) and “Stimulus Package 2 (SP2) of Ministry of Education under the theme of Green Engineering for Green Society” of Thailand. Publisher Copyright: © 2017 Elsevier Ltd

PY - 2017/12/30

Y1 - 2017/12/30

N2 - 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.

AB - 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.

KW - Fiber content

KW - High performance fiber reinforced concrete (HPFRC)

KW - Shear capacity

KW - Shear reinforcement

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Shear capacity of high performance fiber reinforced concrete I-beams

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