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学位：工学博士学位

在职信息：在岗

学科：交通运输. 土木水利

所在单位：土木工程学院

同专业硕导

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论文成果

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1.学术论文/ Article

2024年/ Year of 2024

[1] Rui Zhang*, Xiao Gu, Zhenlun Liu, Kedao Chen, Ran Zhao. Cyclic behavior of existing RC bridge piers strengthened by exterior ECC and BFRP/ECC composite jacketing at pier base[J]. Structures, 2024, 62: 106326. (DOI: 10.1016/j.istruc.2024.106326)

2024年之前 / Before Year of 2024

[1] 张锐*, 赵冉, 刘振伦, 胡棚, 陈可道, 李晰. 纵筋率对UHPC华夫桥面单向板抗弯承载力的影响[J]. 西南交通大学学报, 2023, 58(06): 1432-1439. (DOI: 10.3969/j.issn.0258-2724.20210923)

[2] Rui Zhang*, Ran Zhao, Zhenlun Liu, Kedao Chen, Peng Hu, Zhanhui Liu. Cyclic behavior of existing flexure-dominated RC bridge columns retrofitted by ECC jackets in the region of plastic hinge[J]. Engineering Structures, 2022, 269: 114820. (DOI: 10.1016/j.engstruct.2022.114820)

[3] Rui Guo*, Yu Ren, Mengqi Li, Peng Hu, Min Du, Rui Zhang*. Experimental study on flexural shear strengthening effect on low-strength RC beams by using FRP grid and ECC[J]. Engineering Structures, 2021, 227: 111434. (DOI: 10.1016/j.engstruct.2020.111434)

[4] Rui Zhang, Peng Hu, Kedao Chen, Xi Li*, Xiaosen Yang. Flexural behavior of T-shaped UHPC beams with varying longitudinal reinforcement ratios[J]. Materials, 2021, 14(19): 5706. (DOI: 10.3390/ma14195706)

[5] Qian Li, Kedao Chen, Rui Zhang*, Xi Li, Wenjin Zhang. Effect of Volume Tie Ratio in the Engineered Cementitious Composites Plastic Hinges on the Seismic Performance of RC Composite Bridge Columns[J]. Materials, 2021, 14(19): 5739. (DOI: 10.3390/ma14195739)

[6] 张锐*，胡棚，李晰，魏定邦，代前兵. U型UHPC永久模板RC无腹筋组合梁的抗剪性能试验研究[J]. 中国公路学报, 2021, 34(8): 145-156. (DOI: 10.19721/j.cnki.1001-7372.2021.08.012)

[7] 赵冉, 张锐*, 胡棚, 陈可道. 木质桥梁2020年度研究进展[J].土木与环境工程学报(中英文), 2021, 43(S1): 315-320. (DOI: 10.11835/j.issn.2096-6717.2021.235)

[8] 刘占辉, 卢治谋, 张锐, 姚昌荣, 李亚东. 桥梁撞击问题2020年度研究进展[J]. 土木与环境工程学报(中英文), 2021, 43(S1):242-251. (DOI: 10.11835/j.issn.2096-6717.2021.227)

[9] 王景全, 陈艾荣, 韩万水, 刘焕举, 卫星, 邵旭东, 张锐, 刘越, 勾红叶, 梁发云, 贾俊峰, 叶肖伟, 孔煊, 崔闯, 国巍, 张文明, 陈文礼, 张岗, 贺拴海, 宋超杰, 樊伟, 谢瑞洪, 王泓翔, 熊文, 张清华. 中国桥梁工程学术研究综述2021[J]. 中国公路学报, 2021, 34(2): 1-97. (DOI:10.19721/j.cnki.1001-7372.2021.02.001)

[10] Rui Zhang*, Peng Hu, Xiaohang Zheng, Lianheng Cai, Rui Guo, Dingbang Wei. Shear Behavior of RC Beams without Stirrups by Using Precast U-shaped ECC Permanent Formwork[J]. Construction and Building Materials, 2020, 260: 120430. (DOI: 10.1016/j.conbuildmat.2020.120430)

[11] Xi Li, Kedao Chen, Peng Hu, Wei He, Rui Zhang*. Effect of ECC jackets for enhancing the lateral cyclic behavior of RC bridge columns[J]. Engineering Structures, 2020, 219: 110714. (DOI: 10.1016/j.engstruct.2020.110714)

[12] Rui Zhang*, Qingli Meng, Qingjun Shui, Wei He, Kexu Chen, Minfei Liang, Zhaoyang Sun, Cyclic response of RC composite bridge columns with precast PP-ECC jacketsin the region of plastic hinges[J]. Composite Structures, 2019，221: 110844. (DOI: 10.1016/j.compstruct.2019.04.016)

[13] 陈科旭，孟庆利，张锐，单树攀，PP-ECC 墩柱抗震设计方法初探[J]. 西南科技大学学报，2019, 34(1): 49-56.

[14] 张锐*, 孟庆利, 何畏, 二羽淳一郎, 考虑箍筋效应的PP-ECC梁抗剪试验研究[J]. 中国公路学报, 2017, 30(12): 234-241. (DOI: 10.3969/j.issn.1001-7372.2017.12.025)

[15] Rui Zhang*, Koji MATSUMOTO, Takayoshi HIRATA, Yoshikazu ISHIZEKI and Junichiro NIWA, Application of PP-ECC in Beam-Column Joint Connections of Rigid-Framed Railway Bridges to Reduce Transverse Reinforcements[J]. Engineering Structures, 2015, 86(1): 146-156. (DOI: 10.1016/j.engstruct.2015.01.005)

[16] Rui Zhang*, Koji MATSUMOTO, Takayoshi HIRATA, Yoshikazu ISHIZEKI and Junichiro NIWA, Shear Behavior of Polypropylene Fiber Reinforced ECC Beams with Varying Shear Reinforcement Ratios[J]. Journal of Japan Society of Civil Engineers, 2014, 2(1): 39-53. (DOI: 10.2208/journalofjsce.2.1_39)

[17] 市川翔太, 張鋭, 佐々木智大, 川島一彦*, Mohamed ELGAWADY, 松崎裕, 山野辺慎一, UFCセグメントを用いた橋脚の耐震性[J]. Journal of Japan Society of Civil Engineers, Ser. A1 (Structural Engineering & Earthquake Engineering(SE/EE)), 2012, 68(4): I_533~I_542. (in Japanese)

2. 会议论文/Conference paper

[1] Rui ZHANG, Cyclic behavior of RC bridge columns with ECC encased RC plastic hinges, 8th International Conference on Asian Concrete Federation (ACF2018), Fuzhou, P.R. China, 2018.11.4-2018.11.7.

[2] Rui ZHANG, Structural behavior of RC bridge columns with PP-ECC jackets in the region of plastic hinge under the unilateral cyclic loadings, 15th International Symposium on Structural Engineering (ISSE-15), Hangzhou, P.R. China, 2018.10.24-2018.10.27.

[3] Rui ZHANG, Koji MATSUMOTO, Takayoshi HIRATA, Yoshikazu ISHIZEKI and Junichiro NIWA, Cyclic Behavior of Beam-Column Joint Connections in Rigid-Framed Bridges with Reduction of Transverse Reinforcements by Using PP-ECC, the 14th International Symposium on Structural Engineering (ISSE-14), Beijing, P.R. China, 2016.10.12-2016.10.15

[4] Rui ZHANG, Koji MATSUMOTO and Junichiro NIWA: Shear Behavior of ECC Beams with Reduction of Shear Reinforcements, The 7th International Conference on Concrete under Severe Conditions - Environment and Loading (CONSEC-13), pp. 1720-1733, Nanjing, China, 2013.

[5] Rui ZHANG, Koji MATSUMOTO NIWA, Takayoshi HIRATA, Yoshikazu ISHIZEKI and Junichiro NIWA: Experimental Study on Shear Behavior of PP-ECC Beams with Different Stirrup Ratios, The 13th East Asia-Pacific Conference on Structural Engineering and Construction (EASEC-13), B-5-5, Sapporo, Japan, 2013. (EI).

[6] Rui ZHANG, Koji MATSUMOTO and Junichiro NIWA: Shear Behavior of Polypropylene Fiber Reinforced ECC Beams with Reduction of Shear Reinforcements, The 10th International Conference on Urban Earthquake Engineering, pp. 709-716, Tokyo, 2013.

[7] Rui ZHANG, Tomohiro SASAKI, Mohamed. A. ElGawady, Kazuhiko KAWASHIMA, Hiroshi MATSUZAKI: Seismic Performance of UFC Jacket Piers, The 9th International Conference on Urban Earthquake Engineering & 4th Asia Conference on Earthquake Engineering, pp. 961-968, Tokyo, 2012.

[8] Rui ZHANG, Koji MATSUMOTO, Junichiro NIWA Takayoshi HIRATA and Yoshikazu ISHIZEKI: Experimental Study on Shear Behavior of PP-ECC Beams with Different Stirrup Ratios, Tokyo Tech-KU Joint Seminar on Infrastructure Development, Tokyo, Oct. 31, 2013.

[9] Rui ZHANG, Tomohiro SASAKI, Kazuhiko KAWASHIMA and Hiroshi MATSUZAKI: Analytical Investigation on Seismic Perfrmance of UFC Jacket Bridge Columns, Taiwan-Japan Symposium on Advancement of Urban Earthquake Hazard Mitigation Technology, National Central University, Taiwan, Sep. 2012.

[10] 市川翔太, 張鋭, 佐々木智大, 川島一彦, Mohamed ElGawady, 松崎裕, 山野辺慎一: UFC セグメントを用いた橋脚の耐震性, 第8回日本地震工学会大会－2011梗概集, Vol. 8, pp. 202-203, 2011.

[11] 市川翔太, 張鋭, 佐々木智大, 川島一彦, Mohamed ElGawady: UFCセグメントを用いた橋脚の耐震性, 第31回土木学会地震工学研究発表会講演論文集, Vol. 31, Paper No.3-085, 2011.

[12] 市川翔太, 張鋭, 佐々木智大, 川島一彦, Mohamed. A. ElGawady, 松崎裕, 山野辺慎一: UFCセグメントを用いた橋脚の耐震性, Proceedings of the 14th Symposium on Performance-based Seismic Design Method for Bridges, pp. 9-16, Tokyo, 2011.

[13] Rui ZHANG, Tomohiro SASAKI, Mohamed. A. ElGawady, Kazuhiko KAWASHIMA, Hiroshi MATSUZAKI: SEISMIC PERFORMANCE OF UFC JACKET PIERS, Proceedings of the 14th Symposium on Performance-based Seismic Design Method for Bridges, pp. 17-24, Tokyo, 2011.