国家级青年人才计划项目,2023-2026,主持
国家自然科学基金委员会国际(地区)合作与交流项目(NSFC-RGC),不锈钢复合钢材焊接连接与节点在单调和循环荷载下的力学性能基础理论研究,2021-2024,主持
国家自然科学基金委员会面上项目,面向海洋环境的新型钛-钢复合钢材受压构件力学性能基础理论研究,2021-2024,主持
国家自然科学基金委员会面上项目,不锈钢复合钢材受压构件局部稳定和相关稳定性能及设计方法研究,2018-2021,主持
国家重点研发计划项目子课题,高性能建筑结构钢材应用关键技术与示范,2018-2021,主持
国家重点研发计划子课题,抗震耐蚀耐火钢应用技术体系及钢结构设计指南研究,2017-2021,主持
国家自然科学基金委员会青年科学基金项目,高性能不锈钢复合钢材轴心受压构件整体稳定性能与设计方法研究,2017-2019,主持
北京市自然科学基金委员会面上项目,全生命周期可拆卸钢结构连接节点受力机理与设计方法研究,2018-2020,主持
校企合作项目,高铁建筑高性能屋面结构应用关键技术及示范,2023
校企合作项目,大型复杂建筑钢结构施工过程模拟研究,2023
校企合作项目,中国铁塔2023年铁塔新材料应用技术研究,2023
校企合作项目,铁路钢桥用不锈钢复合板桥面结构应用技术研究,2022
校企合作项目,耐蚀降噪铁基阻尼合金在建筑结构中的应用技术研究,2022
校企合作项目,风电筒型钢塔屈曲承载力直接分析法研究,2022
校企合作项目,多高层钢结构装配式建筑结构体系研发,2021
专著:
[1] 施刚, 石永久, 班慧勇. 高强度钢材钢结构. 北京: 中国建筑工业出版社, 2014. ISBN: 978-7-112-16181-2
技术标准:
[1] CECS团体标准,不锈钢复合钢材结构技术规程(在编),主编
[2] CSCS团体标准,钛-钢复合钢材结构技术规程(在编),主编
发明专利
[1] 约束扭转支撑装置及受弯加载试验台,专利号:ZL202211108466.4
[2] 复合钢材组合梁及其承载能力的获取方法,专利号:ZL202110713912.3
代表性学术论文:
[1] Letian Hai, Huiyong Ban*, Xiaofeng Yang, Chenyang Huang, Yongjiu Shi. Cyclic behavior of hot-rolled titanium-clad bimetallic steel under large plastic strain reversals [J]. Journal of Constructional Steel Research, 2023, 210: 108112.DOI: 10.1016/j.jcsr.2023.108112
[2] Letian Hai, Huiyong Ban*, Xiaofeng Yang, Yongjiu Shi. Low-cycle fatigue behaviour of hot-rolled titanium-clad bimetallic steel [J]. International Journal of Mechanical Sciences, 2023, 254: 108443. DOI: 10.1016/j.ijmecsci.2023.108443
[3] Huiyong Ban*, Jiatian Wei, Jiawei Luo, Yuanqing Wang. Flexural behaviour of deconstructable composite beams [J]. Structures, 2023, 51: 669-683.DOI: 10.1016/j.istruc.2023.03.067
[4] Chenyang Huang, Letian Hai, Jianbo Jiang, Huiyong Ban*. High-cycle fatigue properties of explosion bonded titanium-clad bimetallic steel [J]. International Journal of Fatigue, 2023, 169: 107499.DOI: 10.1016/j.ijfatigue.2022.107499
[5] Quanming Yang, Huiyong Ban*. Balanced design philosophy of superior high-performance steel cover-plated beam-to-column joints [J]. Thin-Walled Structures, 2023, 184: 110470.DOI: 10.1016/j.tws.2022.110470
[6] Huiyong Ban*, Yixiao Mei. Local buckling behaviour of stainless-clad bimetallic steel built-up square hollow section stub columns [J]. Thin-Walled Structures, 2023, 182: 110207.DOI: 10.1016/j.tws.2022.110207
[7] Letian Hai, HuiyongBan*, Chenyang Huang, Yongjiu Shi. Experimental cyclic behaviour and constitutive modelling of hot-rolled titanium-clad bimetallic steel [J]. Construction and Building Materials, 2022, 360: 129591.DOI: 10.1016/j.conbuildmat.2022.129591
[8] Yixiao Mei, Huiyong Ban*, Yongjiu Shi. Elastic buckling of simply supported bimetallic steel plates [J]. Journal of Constructional Steel Research, 2022, 198: 107581.DOI: 10.1016/j.jcsr.2022.107581
[9] Letian Hai, Jiawei Luo, Lu Yang, Huiyong Ban*. Experimental study on monotonic and cyclic behaviour of deconstructable beam-to-column composite joints [J]. Engineering Structures, 2022, 272: 114990.DOI: 10.1016/j.engstruct.2022.114990
[10] Huiyong Ban*, Xiaofeng Yang, Letian Hai, Yongjiu Shi. Low-cycle fatigue behaviour and fracture feature of stainless-clad bimetallic steel [J]. Journal of Constructional Steel Research, 2022, 196: 107437.DOI: 10.1016/j.jcsr.2022.107437
[11] Xiaofeng Yang, Huiyong Ban∗, Letian Hai, Pingyu Zhao. Seismic behaviour of stainless-clad bimetallic steel welded box-section beam-columns [J]. Thin-Walled Structures, 2022, 180: 109725.DOI: 10.1016/j.tws.2022.109725
[12] Letian Hai, Huiyong Ban*. Full-range stress-strain relation of stainless-clad bimetallic steel: Constitutive modelling [J]. Journal of Building Engineering, 2022, 57: 104868.DOI: 10.1016/j.jobe.2022.104868
[13] Pingyu Zhao, Huiyong Ban*, Yi-Fei Hu, Kwok-Fai Chung, Yongjiu Shi. Residual stress within stainless-clad bimetallic steel welded box sections [J]. Thin-Walled Structures, 2022, 177: 109395.DOI: 10.1016/j.tws.2022.109395
[14] Huiyong Ban*, Zijian Chen, Yong Xiang, Zhaodong Li. Bond behaviour of stainless-clad bimetallic rebar in concrete. Structures, 2022, 37: 1069-1079.DOI: 10.1016/j.istruc.2022.01.063
[15] Xiaofeng Yang, Huiyong Ban⁎, Quanming Yang, Yongjiu Shi, Longteng Ma. Experimental and numerical studies on cyclic behaviour of superior high-performance steel welded I-section beam-column. Journal of Constructional Steel Research, 2021, 184, 106789.DOI: doi.org/10.1016/j.jcsr.2021.106789
[16] Huiyong Ban*, Quanming Yang, Yongjiu Shi, Zhijun Luo. Constitutive model of high-performance bolts at elevated temperatures. Engineering Structures, 2021, 233: 111889.DOI: 10.1016/j.engstruct.2021.111889
[17] Xiaoling Liu, Yuanqing Wang, Huiyong Ban*, Ming Liu, Milan Veljkovic, Frans S.K. Bijlaard. Flexural strength and rotation capacity of welded I-section steel beams with longitudinally profiled flanges. Journal of Constructional Steel Research, 2020, 173, 106255.DOI: 10.1016/j.jcsr.2020.106255
[18] Huiyong Ban*, Risheng Bai, Kwok-Fai Chung, Yin Bai. Post-fire material properties of stainless-clad bimetallic steel. Fire Safety Journal, 2020, 112: 102964.DOI: 10.1016/j.firesaf.2020.102964
[19] Yixiao Mei, Huiyong Ban*. High strain rate behaviour of stainless-clad bimetallic steel. Engineering Structures, 2020, 207: 110219.DOI: 10.1016/j.engstruct.2020.110219
[20] Huiyong Ban, Gang Shi*. A review of research on high-strength steel structures. Proceedings of the Institution of Civil Engineers-Structures and Buildings, 2018, 171(8): 625-641.DOI: 10.1680/jstbu.16.00197
[21] 黄晨阳, 班慧勇*, 海乐天, 蒋健博, 石永久. 低结合强度下热轧钛-钢复合钢材高周疲劳性能研究[J]. 建筑结构学报, 2022, 43(5): 36-43.DOI: 10.14006/j.jzjgxb.2021.0461
[22] 班慧勇*, 梅镱潇, 石永久. 不锈钢复合钢材钢结构研究进展[J]. 工程力学, 2021, 38(6): 1-23.DOI: 10.6052/j.issn.1000-4750.2020.04.ST01
[23] 班慧勇*, 赵平宇, 周国浩, 石永久, 刘锟. 复合型高性能钢材轴压构件整体稳定性能研究[J]. 土木工程学报, 2021, 54(9): 39-55.DOI: 10.15951/j.tmgcxb.2021.09.011
[24] 班慧勇, 施刚*, 石永久. 高强钢焊接构件工字形横截面残余应力试验及统一分布模型研究[J]. 工程力学, 2014, 31(8): 83-91,DOI: 10.6052/j. issn.1000-4750.2012.12.0915
[25] 班慧勇*, 施刚, 石永久. 960MPa高强钢焊接箱形截面残余应力试验及统一分布模型研究. 土木工程学报, 2013, 46(11): 63-69.