Enhancing the strain-hardening performance of ultra-high performance concrete by tailoring matrix toughness and fiber parameters

Cai, Ziwei; Yu, Jiangtao; Duan, Xinzhi; Deng, Bo-Yu; Lu, Zixing; Yu, Kequan

doi:10.1016/j.conbuildmat.2023.132335

Cited by 13 publications

(1 citation statement)

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“…In the context of normal concrete (NC) beam structures, dense stirrups are typically employed to resist shear forces [25,26]. The incorporation of steel fibers offers ultra-high tensile strength to the UHPC matrix, making it possible to eliminate the stirrups of UHPC beams [27,28]. Studies have shown that non-stirrup UHPC beams can withstand shear loads with a steel fiber volume content of 2% in the UHPC mixture [29].…”

Section: Introductionmentioning

confidence: 99%

Experimental Investigation on Shear Behavior of Non-Stirrup UHPC Beams under Larger Shear Span–Depth Ratios

Zhang,

Deng,

et al. 2024

Buildings

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Due to the extraordinary mechanical properties of ultra-high-performance concrete (UHPC), the shear stirrups in UHPC beams could potentially be eliminated. This study aimed to determine the effect of beam height and steel fiber volume content on the shear behavior of non-stirrup UHPC beams under a larger shear span–depth ratio (up to 2.8). Eight beams were designed and fabricated including six non-stirrup UHPC beams and two comparing stirrup-reinforced normal concrete (NC) beams. The experimental results demonstrated that the steel fiber volume content could be a crucial factor affecting the ductility, cracking strength, and shear capacity of non-stirrup UHPC beams and altering their failure modes. Additionally, the height of the beam had a considerable effect on its shear resistance. French standard formulae were more accurate for the UHPC beams with larger shear span–depth ratios, PCI-2021 formulae greatly overestimated the shear capacity of UHPC beams with larger shear span–depth ratios, and Xu’s formulae were more accurate for the steel fiber-reinforced UHPC beams with larger shear span–depth ratios. In summary, French standard formulae were the most suitable formulae for predicting the shear capacity of UHPC beams in this paper.

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