Shear behavior of externally prestressed UHPC beams without stirrups

Shear behavior of externally prestressed UHPC beams without stirrups

Shear stirrups in a prestressed ultra-high performance concrete (UHPC) beam might be eliminated due to the high tensile strength of UHPC. This research aims to investigate shear behavior of the externally prestressed UHPC beams without stirrups. Thirteen UHPC beams were tested with the experimental...

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Bibliographic Details
Main Authors: Jiahui Feng, Peisen Li, Jinpeng Wu, Haibo Jiang, Yueqiang Tian, Xiangdong Sun
Format: Article
Language:English
Published: Elsevier 2023-07-01
Series:Case Studies in Construction Materials
Subjects:
Ultra-high performance concrete (UHPC)
Fiber content
Shear behavior, without stirrups
Externally prestressed beams
Online Access:http://www.sciencedirect.com/science/article/pii/S2214509522008981

Internet

http://www.sciencedirect.com/science/article/pii/S2214509522008981

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