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2018 | Supplement | Chapter

Pseudo Strain Hardening Behavior of Reinforced UHPFRC Member Under Uniaxial Tension

Authors : Kazunari Sasaki, Ryota Mori, Minoru Kunieda

Published in: Strain-Hardening Cement-Based Composites

Publisher: Springer Netherlands

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Abstract

Strain hardening and multiple fine cracking behaviors are novel material properties of Strain Hardening Cementitious Composites (SHCC), and these can also impart novel function to structural members. Ultra High Performance Fiber Reinforced Composite (UHPFRC) has ultra-high strength over 180 MPa and significant dense matrix giving higher durability. In general, UHPFRC gives strain softening behavior in tension because of ultra-high strength matrix comparing to fiber bridging stress. Since ordinary applications of UHPFRC do not allow a crack, ordinary RC system with a reinforcing bar is not used.
This paper presents that small amount of reinforcement can enhance crack distribution of UHPFRC, and the reinforced UHPFRC member represents pseudo strain hardening behavior in tension. The condition to obtain the pseudo strain hardening behavior is also discussed. Eventually, the usage of reinforced UHPFRC with pseudo strain hardening and multiple fine cracking is proposed.

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Literature
go back to reference Endo, F., et al.: Advanced technologies applied at the new “Techno Station” building in Tokyo, Japan. Struct. Eng. Int. 21(4), 508–513 (2011)CrossRef Endo, F., et al.: Advanced technologies applied at the new “Techno Station” building in Tokyo, Japan. Struct. Eng. Int. 21(4), 508–513 (2011)CrossRef
go back to reference Japan Society of Civil Engineers. Recommendations for Design and Construction of Ultra. High Strength Fiber Reinforced Concrete Structures (Draft), Concrete Library, 113 (2004) Japan Society of Civil Engineers. Recommendations for Design and Construction of Ultra. High Strength Fiber Reinforced Concrete Structures (Draft), Concrete Library, 113 (2004)
go back to reference Kunieda, M., Hussein, M., Ueda, N., Nakamura, H.: Enhancement of crack distribution of UHP-SHCC under axial tension using steel reinforcement. J. Adv. Concr. Technol. 8(1), 49–57 (2010)CrossRef Kunieda, M., Hussein, M., Ueda, N., Nakamura, H.: Enhancement of crack distribution of UHP-SHCC under axial tension using steel reinforcement. J. Adv. Concr. Technol. 8(1), 49–57 (2010)CrossRef
Metadata
Title
Pseudo Strain Hardening Behavior of Reinforced UHPFRC Member Under Uniaxial Tension
Authors
Kazunari Sasaki
Ryota Mori
Minoru Kunieda
Copyright Year
2018
Publisher
Springer Netherlands
DOI
https://doi.org/10.1007/978-94-024-1194-2_58