NSFC-RGC Joint Research Programme, 2021~2024, "Research on Structural Behaviour of Stainless-Clad Bimetallic Steel Welded Connections and Joints under Monotonic and Cyclic Actions"
NSFC General Programme, 2021~2024, "Research on Fundamental Behaviour of Titanium-Clad Bimetallic Steel Columns for Use in Marine Environment"
NSFC General Programme, 2018~2021, "Research on Local Buckling and Interactive Buckling Behaviour of Stainless-Clad Steel Columns and Design Method"
National Key R&D Program of China (Sub-Project), 2018~2021, "Research on Application Key Techniques of High-Performance Steel in Building Structures"
National Key R&D Program of China (Sub-Project), 2017~2021, "Research on Application and Design Guidance of Seismic-Corrosion-Fire Resistance Steel"
NSFC Young Scientists Fund, 2017~2019, "Research on Overall Buckling Behaviour and Design Method of High-performance Stainless-Clad Steel Columns under Axial Compression"
Beijing Natural Science Foundation General Programme, 2018~2020, " Research on Mechanism and Design Method of Connections in Deconstructable Steel Structures during Full Life-Cycle"
BOOKS:
[1] GangShi, Yongjiu Shi, Huiyong Ban. High Strength Steel Structures. Beijing: China Architecture & Building Press, 2014.1. (in Chinese) ISBN: 978-7-112-16181-2
STANDARDS:
[1] CECS Standard, Technical Specification for Stainless-Clad Bimetallic Steel Structures (in editing), Chief Editor
[2] CSCS Standard, Technical Specification for Titanium-Clad Bimetallic Steel Structures (in editing), Chief Editor
SELECTED JOURNAL PAPERS:
[1] 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
[2] 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
[3] Rongquan Ma, Pingyu Zhao, Huiyong Ban*, Yuanqing Wang, Yuzheng Zhao, Chengbo Peng. Behaviour of reinforced joints between steel beam and L-shaped wide limb composite column. Advanced Steel Construction, 2021, 17(1): 66-72. DOI: 10.18057/IJASC.2021.17.1.8
[4] 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
[5] Huiyong Ban*, Guohao Zhou, Haiqun Yu, Yongjiu Shi, Kun Liu. Mechanical properties and modelling of superior high-performance steel at elevated temperatures. Journal of Constructional Steel Research, 2021, 176, 106407. DOI: 10.1016/j.jcsr.2020.106407
[6] 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
[7] Huiyong Ban⁎, Juncheng Zhu, Gang Shi. Cyclic loading tests on welded connections of stainless-clad bimetallic steel and modelling. Journal of Constructional Steel Research, 2020, 171: 106140. DOI: 10.1016/j.jcsr.2020.106140
[8] 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
[9] 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
[10] Huiyong Ban*, Juncheng Zhu, Gang Shi, Yong Zhang. Tests and modelling on cyclic behaviour of stainless-clad bimetallic steel. Journal of Constructional Steel Research, 2020, 166: 105944. DOI: 10.1016/j.jcsr.2020.105944
[11] Xinpei Liu, Huiyong Ban*, Juncheng Zhu, Brian Uy. Cyclic behaviour and modelling of stainless clad bimetallic steels with various clad ratios. Steel and Composite Structures, 2020, 34(2): 189-213. DOI: 10.12989/scs.2020.34.2.189
[12] Xinpei Liu, Risheng Bai, Brian Uy, Huiyong Ban*. Material properties and stress-strain curves for titanium-clad bimetallic steels. Journal of Constructional Steel Research, 2019, 162: 105756. DOI: 10.1016/j.jcsr.2019.105756
[13] Huiyong Ban*, Risheng Bai, Lu Yang, Yin Bai. Mechanical properties of stainless-clad bimetallic steel at elevated temperatures. Journal of Constructional Steel Research, 2019, 162: 105704. DOI: 10.1016/j.jcsr.2019.105704
[14] Yuanqing Wang, Xiaoling Liu, Huiyong Ban*, Ming Liu, Yongjiu Shi, Yuyin Wang. Deformation behavior at SLS of welded I-section steel beams with longitudinally profiled flanges. Journal of Constructional Steel Research, 2018, 146: 122-134. DOI: 10.1016/j.jcsr.2018.03.033
[15] Huiyong Ban, Gang Shi*. Overall buckling behaviour and design of high-strength steel welded section columns. Journal of Constructional Steel Research, 2018, 143: 180-195. DOI: 10.1016/j.jcsr.2017.12.026
[16] 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
[17] Huiyong Ban*, Mark A. Bradford, Brian Uy, Xinpei Liu. Available rotation capacity of composite beams with high-strength materials under sagging moment. Journal of Constructional Steel Research, 2016, 118: 156-168. DOI: 10.1016/j.jcsr.2015.11.008
[18] Huiyong Ban*, Ee Loon Tan, Brian Uy. Strength of multi-span composite beams subjected to combined flexure and torsion. Journal of Constructional Steel Research, 2015, 113: 1-12. DOI: 10.1016/j.jcsr.2015.05.023
[19] Huiyong Ban*, Brian Uy, Sameera Wijesiri Pathirana, Ian Henderson, Olivia Mirza, Xinqun Zhu. Time-dependent behaviour of composite beams with blind bolts under sustained loads. Journal of Constructional Steel Research, 2015, 112: 196-207. DOI: 10.1016/j.jcsr.2015.05.004
[20] Huiyong Ban, Mark A. Bradford*. Elastoplastic Cross-Sectional Behavior of Composite Beams with High-Strength Steel: Analytical Modeling. Journal of Structural Engineering, 2015, 141(10): 04014236, DOI: 10.1061/(ASCE)ST.1943-541X. 0001208
[21] Huiyong Ban, Mark A. Bradford*. Flexural behaviour of composite beams with high strength steel. Engineering Structures, 2013, 56: 1130-1141, DOI: 10.1016/j.engstruct.2013.06.040
[22] Huiyong Ban, Gang Shi*, Yongjiu Shi, Mark A. Bradford. Experimental investigation of the overall buckling behaviour of 960 MPa high strength steel columns. Journal of Constructional Steel Research, 2013, 88: 256-266, DOI: 10.1016/j.jcsr.2013.05.015
[23] Huiyong Ban, Gang Shi*, Yongjiu Shi, Yuanqing Wang. Residual stress of 460 MPa high strength steel welded box section: Experimental investigation and modeling. Thin-Walled Structures, 2013, 64: 73-82, DOI: 10.1016/j.tws.2012. 12.007
[24] Huiyong Ban*, Gang Shi, Yongjiu Shi, Yuanqing Wang. Column buckling tests of 420 MPa high strength steel single equal angles. International Journal of Structural Stability and Dynamics, 2013, 13(2): 1250069-1-1250069-23, DOI: 10.1142/S0219455412500691
[25] Huiyong Ban, Gang Shi*, Yu Bai, Yongjiu Shi, Yuanqing Wang. Residual stress of 460 MPa high strength steel welded I section: Experimental investigation and modeling. International Journal of Steel Structures, 2013, 13(4): 691-705, DOI: 10.1007/s13296-013-4010-1
[26] Huiyong Ban, Gang Shi*, Yongjiu Shi, Yuanqing Wang. Residual stress tests of high-strength steel equal angles. Journal of Structural Engineering, 2012, 138(12): 1446-1454, DOI: 10.1061/(ASCE)ST.1943-541X.0000585
[27] Huiyong Ban, Gang Shi*, Yongjiu Shi, Yuanqing Wang. Overall buckling behavior of 460 MPa high strength steel columns: Experimental investigation and design method. Journal of Constructional Steel Research, 2012, 74: 140-150, DOI: 10.1016/j.jcsr.2012.02.013
[28] Yi-Fei Hu, Kwok-Fai Chung*, Huiyong Ban, David A. Nethercot. Structural testing and numerical modelling of T-joints between cold-formed S690 circular hollow sections under brace in-plane bending. Engineering Structures, 2022, 250: 113317. DOI: 10.1016/j.engstruct.2021.113317
[29] Keyang Ning, Lu Yang*, Huiyong Ban. Seismic performance of welded stainless steel H-section columns under cyclic horizontal loading. Journal of Structural Engineering, 2021, 147(4): 04021016. DOI: 10.1061/(ASCE)ST.1943-541X.0002958
[30] Yi-Fei Hu, Kwok-Fai Chung*, Huiyong Ban, David A. Nethercot. Investigations into residual stresses in S690 cold-formed circular hollow sections due to transverse bending and longitudinal welding. Journal of Constructional Steel Research, 2020, 219. 110911. DOI: 10.1016/j.engstruct.2020.110911
[31] Yifei Hu, Kwok-Fai Chung⁎, Hao Jin, Huiyong Ban, David A. Nethercot. Structural behaviour of T-joints between high strength S690 steel cold-formed circular hollow sections. Journal of Constructional Steel Research, 2021, 182: 106686. DOI: 10.1016/j.jcsr.2021.106686
[32] Xiaowei Liao, Yuanqing Wang, Liuyang Feng*, Huiyong Ban, Yong Chen. Fatigue crack initiation and energy-based life analysis for Q345qD bridge steel at low temperatures. Journal of Constructional Steel Research, 2021, 180: 106571. DOI: 10.1016/j.jcsr.2021.106571
[33] Yuanqing Wang, Dongdong Xu, Yidu Bu*, Xiaoling Liu, Huiyong Ban, Ming Liu. Elastic buckling analysis of rectangular longitudinally profiled (LP) steel plates under uniform compression. Thin-Walled Structures, 2020, 157: 107003. DOI: 10.1016/j.tws.2020.107003