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Zenghui Ye ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Zhao, Debo / Zhang, Jiewei / Ye, Zenghui / Fei, Jianbo / Li, Jiwei (2023): Effects of scale and strain rate on the tensile behaviors of large-rupture-strain fiber-reinforced polymers (LRS-FRP). Dans: Construction and Building Materials, v. 380 (mai 2023).

    https://doi.org/10.1016/j.conbuildmat.2023.131267

  2. Ye, Zenghui / Zhou, Yingwu / Zhao, Debo (2023): Numerical Simulations and Simplified Design Approaches for Large-Rupture-Strain FRP-Strengthened Reinforced Concrete Beams under Impact. Dans: Journal of Composites for Construction, v. 27, n. 5 (octobre 2023).

    https://doi.org/10.1061/jccof2.cceng-4055

  3. Zhou, Yingwu / Ye, Zenghui / Zhao, Debo / Huang, Zhenyu / Yang, Lei (2023): Static and multi-impact performances of RC beams strengthened with large rupture-strain FRP composites. Dans: Composite Structures, v. 316 (juillet 2023).

    https://doi.org/10.1016/j.compstruct.2023.117053

  4. Zhao, Debo / Ye, Zenghui / Zhou, Yingwu / Zhou, Xiaoqing / Sui, Lili (2021): Numerical simulation and ultimate deformation model of FRP-plated RC beams using H-type end anchorage. Dans: Construction and Building Materials, v. 305 (octobre 2021).

    https://doi.org/10.1016/j.conbuildmat.2021.124314

  5. Zhao, Debo / Zhou, Yingwu / Xing, Feng / Sui, Lili / Ye, Zenghui / Fu, Huankai (2021): Bond behavior and failure mechanism of fiber-reinforced polymer bar–engineered cementitious composite interface. Dans: Engineering Structures, v. 243 (septembre 2021).

    https://doi.org/10.1016/j.engstruct.2021.112520

  6. Zhao, Debo / Pan, Jun / Zhou, Yingwu / Sui, Lili / Ye, Zenghui (2020): New types of steel-FRP composite bar with round steel bar inner core: Mechanical properties and bonding performances in concrete. Dans: Construction and Building Materials, v. 242 (mai 2020).

    https://doi.org/10.1016/j.conbuildmat.2020.118062

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