研究方向
高性能组合结构 强动力与火灾作用下结构韧性抗灾 先进工程材料 科研项目 [主持] 国家自然科学基金青年项目:部分包覆高强钢-混凝土组合柱抗火性能与灾后损伤评估研究(52508568),2026.01-2028.12 [主持] 江苏省高等学校基础科学(自然科学)研究面上项目:强动力作用下高强螺栓节点抗力性能与设计方法研究(24KJB560020),2024.07-2026.07 [主持] 苏州市青年科技人才托举工程:铝合金管混凝土组合结构抗火设计方法(2025-181),2026.01-2027.12. [主持] 结构工程灾变与控制教育部重点实验室开放基金项目:波纹钢管混凝土柱抗撞击性能与性态化抗撞设计方法研究(HITCE202411),2024.10-2026.09 [主持] 国家钢结构工程技术研究中心开放基金:高烈度区腹板开孔轻钢龙骨墙体填充的模块化结构抗震性能与设计(YZB2018Ky02),2019.01-2020.12 [参与] 国家自然科学基金面上项目:新型高性能特殊桁架式抗弯钢框架结构的震损机理及地震韧性评估(52378173),2024.01-2027.12 [参与] 国家自然科学基金面上项目:圆钢管约束型钢混凝土柱火灾下与火灾后力学性能与设计(51878220),2019.01-2022.12 [参与] 国家自然科学基金面上项目:高强钢管高强混凝土柱抗冲击性能与设计(51678194),2017.01-2020.12 标准与规范 [主编]部分包覆钢-混凝土组合结构防火技术标准, CECS标准,在撰 [参编]钢管约束混凝土结构防火技术标准,T/CECS 1689-2024 国际交流 帝国理工学院(Imperial College London)联合培养博士(2020.11-2022.03) 横向服务 江苏省科技副总(2024年度) 高校委托科研项目:组合构件高温粘结滑移测试(2023.05-2024.05) 企业委托科研项目:高性能组合构件火灾温度场试验与耐火极限测试(2024.08-2025.02) 企业委托科研项目:高性能组合构件抗火性 奖项荣誉 2024年度中国钢结构协会科学技术进步奖一等奖:钢管约束混凝土组合结构抗火性能和灾后评定的理论、方法及技术 [Featured Article Award] Zhao Y, Cao J, Yang S, Zhu Y*, Zhang Y, Yang X, Dynamic tensile behaviour of 7A04-T6 aluminium alloy at elevated temperatures [J]. Structures, 2024, 64: 106535. [2022~2023年度苏州市自然科学优秀学术论文-三等奖] Zhu Y, Gardner L*, Yang H. Experimental investigation into the transverse impact performance of high-strength circular CFST members [J]. Thin-Walled Structures, 2023, 189: 110923. [第二十五届全国现代结构工程学术研讨会-中青年学者优秀论文奖] 李诗隽, 朱勇*, 毛小勇, 徐立丰, 于送洋. 考虑围护结构的PEC柱改进防火技术研究[C]. 第二十五届全国现代结构工程学术研讨会,常州,2025. [中国钢结构协会钢-混凝土组合结构分会-第九届精工杯青年优秀论文一等奖] 杨晓强, 朱勇, 杨华*, 张素梅. 考虑不同强度钢材动态本构模型差异的钢管混凝土侧向抗冲击性能有限元分析 [J]. 建筑结构学报, 2019, 40(S1): 370-377.
代表性研究(至2025年冬季,累计学术论文31篇) ·SCI期刊论文 [1] Zhu Y (第一作者/通讯作者), Huaicha Lu, Hanqi Du, Ruyi Wang, Ruizhi Zhang, Yang H. Transverse impact performance and design of rectangular reinforced concrete-filled steel tubular members [J]. Journal of Constructional Steel Research, 2026, 236: 110066. [2] Zhu Y (第一作者), Yang H*, Wan J. Residual axial bearing capacity of square high-strength concrete-filled steel tubular columns after transverse impact loading [J]. Thin-Walled Structures, 2025, 208: 112816. [3] Zhu Y (第一作者), Du H, Liu C, Yang H*, Wang Y, Xu L. Performance of partially encased composite stub columns after high-temperature exposure [J]. Journal of Constructional Steel Research, 2025, 227: 109308. [4] Zhu Y (第一作者), Gardner L*, Yang H. Experimental investigation into the transverse impact performance of high-strength circular CFST members [J]. Thin-Walled Structures, 2023, 189: 110923. [5] Zhu Y (第一作者), Yang H*, Gardner L, Wan J. Performance of reinforced concrete-filled steel tubular (RCFST) members subjected to transverse impact loading [J]. Journal of Constructional Steel Research, 2022, 188: 107018. [6] Zhu Y (第一作者), Yang H, Yang X, Sun F. Behavior of concrete-filled steel tubes subjected to axial impact loading [J]. Journal of Constructional Steel Research, 2020, 173: 106245. [7] Zhu Y (第一作者), Yang H*, Zhang S. Dynamic mechanical behavior and constitutive models of S890 high-strength steel at intermediate and high strain rates [J]. Journal of Materials Engineering and Performance, 2020, 29: 6727-6739. [8] R. Zhang, Zhu Y* (通讯作者), L. Gardner*, Strain rate-dependent constitutive modelling of stainless steels [J]. Construction and Building Materials, 2026, 512, 145325. [9] Duan B, Zhu Y* (通讯作者), Cao D, Cai X, Mao X, Liu F. Machine-learning-based performance prediction for partially encased steel-concrete composite columns after fire exposure [J]. Structures, 2025, 77: 109082. [10] Yang S, Zhu Y* (通讯作者), Zhang R, Zhao Y, Yang H. Rate-dependent behaviour of high-strength steel bolts [J]. Journal of Constructional Steel Research, 2024, 215: 108560. [11] Cai X, Xu C, Zhu Y* (通讯作者), Shi H, Mao X, Tian S. Similarity analysis of the fire-resistant behaviour of partially encased composite columns in different scales [J]. Structures, 2024, 62: 106310. [12] Zhao Y, Cao J, Yang S, Zhu Y* (通讯作者), Zhang Y, Yang X, Dynamic tensile behaviour of 7A04-T6 aluminium alloy at elevated temperatures [J]. Structures, 2024, 64: 106535. [13] Wan J, Zhu Y* (通讯作者), Zhang Y, Zhao H. Strain rate effect and dynamic constitutive model of 7A04-T6 high-strength aluminium alloy [J]. Structures, 2023, 53: 1250-1266. [14] Gong C, Sun D, Chen Q, Zhu Y* (通讯作者). Shang M, Liu F. Seismic performance of modular steel frame – light gauge slotted steel stud wall structures [J], Shock and Vibration, 2022: 6926657. [15] Duan B. Yang D. Liu F. Yang H. Zhu Y. Fire performance of end-restrained circular steel tube confined reinforced concrete columns [J]. Journal of Constructional Steel Research, 2026, 238: 110187. [16] Yang X, Zhu L, Bi K, Zhao H, Zhu Y, Lai Z. Design and evaluation methods for CFST members with high-performance materials subjected to axial impact [J]. Engineering Structures, 2025, 327: 119642. [17] Wan J, Yang H*, Zhu Y, Shang M. Experimental and analytical study on the dynamic response of rectangular concrete-filled steel tube under transverse impact loading [J]. Thin-Walled Structures, 2023, 190: 110925. [18] Yang X, Zhang Z, Zhu Y, Ma W, Chen J, Li D*. Dynamic responses and residual capacity of high-strength CFST members subjected to axial impact [J]. Journal of Constructional Steel Research, 2023, 202: 107800. [19] Tian Y, Wang R, Zhao H*, Zhang H, Lam D, Zhu Y. Dynamic compressive behaviours of stainless-clad bimetallic steel under high temperatures [J]. Journal of Constructional Steel Research, 2023, 210: 108055. [20] Yang X, Yang H*, Zhang Z, Zhu Y, Lai Z. Impact resistance and simplified evaluation method for square CFST members subjected to transverse impact [J]. Journal of Constructional Steel Research, 2022, 198: 107522. [21] Zhang H R, Zhao H, Wang R*, Liang X X, Zhu Y. Coupling influences of elevated temperature and strain rate on the behaviour of 6061-T6 aluminium alloy used as construction material [J]. Structures, 2022, 40: 596-606. [22] Yang H*, Yang X, Varma A H, Zhu Y. Strain-rate effect and constitutive models for Q550 high-strength structural steel [J]. Journal of Materials Engineering and Performance, 2019, 28: 6626-6637. 国际会议论文 [1] Zhu Y, Wang R, Li S, Mao X. Temperature field of concrete-filled tubular (CFT) members under ISO-834 fire exposure [C], The 12th International Conference on Advances in Steel Structures and the 4th International Symposium on Industrialized Construction Technology, 2025. [2]Yang H & Zhu Y. Performance and design of high-strength CFST columns subjected to transverse impact loading [C], 19th International Symposium on Tubular Structures, 2025.
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