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

^*Corresponding author for this work

Research output: Contribution to journal › Article › peer-review

48 Citations (Scopus)

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-Sétra 2013.

Original language	English
Pages (from-to)	182-193
Number of pages	12
Journal	Construction and Building Materials
Volume	157
DOIs	https://doi.org/10.1016/j.conbuildmat.2017.09.057
Publication status	Published - 2017 Dec 30
Externally published	Yes

Keywords

Fiber content
High performance fiber reinforced concrete (HPFRC)
Shear capacity
Shear reinforcement

ASJC Scopus subject areas

Civil and Structural Engineering
Building and Construction
Materials Science(all)

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10.1016/j.conbuildmat.2017.09.057

Cite this

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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",

language = "English",

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T1 - Shear capacity of high performance fiber reinforced concrete I-beams

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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SP - 182

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JO - Construction and Building Materials

JF - Construction and Building Materials

ER -

Shear capacity of high performance fiber reinforced concrete I-beams

Abstract

Keywords

ASJC Scopus subject areas

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