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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. Yu, Xiaotong / Li, Shagang / Zheng, Jinhai / Chang, Xidong / Liao, Yingdi / Chen, Da (2023): Degradation process of reinforced concrete under chloride and sulfate attack with and without electric field. Dans: Journal of Building Engineering, v. 78 (novembre 2023).

    https://doi.org/10.1016/j.jobe.2023.107588

  2. Chen, Da / Yu, Xiaotong / Liu, Ruiwen / Li, Shagang / Zhang, Yan (2019): Triaxial mechanical behavior of early age concrete: Experimental and modelling research. Dans: Cement and Concrete Research, v. 115 (janvier 2019).

    https://doi.org/10.1016/j.cemconres.2018.09.013

  3. Liu, Ruiwen / Fan, Junhao / Yu, Xiaotong / Zhu, Yunpeng / Chen, Da (2023): Properties of mortar containing polyvinyl alcohol pretreated waste oyster shells with various concentrations. Dans: Construction and Building Materials, v. 363 (janvier 2023).

    https://doi.org/10.1016/j.conbuildmat.2022.129879

  4. Li, Xiaoyu / Yu, Xiaotong / Zhao, Yazhou / Yu, Xiangang / Li, Chousheng / Chen, Da (2022): Effect of initial curing period on the behavior of mortar under sulfate attack. Dans: Construction and Building Materials, v. 326 (avril 2022).

    https://doi.org/10.1016/j.conbuildmat.2022.126852

  5. Yu, Xiaotong / Robuschi, Samanta / Fernandez, Ignasi / Lundgren, Karin (2021): Numerical assessment of bond-slip relationships for naturally corroded plain reinforcement bars in concrete beams. Dans: Engineering Structures, v. 239 (juillet 2021).

    https://doi.org/10.1016/j.engstruct.2021.112309

  6. Chen, Da / Yu, Xiaotong / Guo, Mengyuan / Liao, Yingdi / Ouyang, Feng (2017): Study on the mechanical properties of the mortars exposed to the sulfate attack of different concentrations under the triaxial compression with constant confining pressure. Dans: Construction and Building Materials, v. 146 (août 2017).

    https://doi.org/10.1016/j.conbuildmat.2017.04.019

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