不锈钢结构梁柱栓焊混接节点研究进展
Research Progress of Bolt Welded Mixed Joint of Stainless Steel Structure Beam-Column
摘要: 不锈钢结构具有造型美观、耐腐蚀性好、易于维护和全寿命周期成本低等优点，使其在建筑结构中具有广阔的适用性。本文列举了不锈钢结构的典型工程实例，整理并总结了不锈钢结构梁柱栓焊混接节点的常用类型及其特点，阐述了国内外栓焊混接节点的研究进展，并提出了现有研究的不足和未来可发展的方向，从而为不锈钢结构栓焊混接节点的理论研究和工程实践提供借鉴。
Abstract: Stainless steel structure has many advantages, such as beautiful appearance, good corrosion resistance, easy maintenance and low cost of the whole life time, so it has wide applicability in building structures. This paper gives a typical engineering example of stainless steel structure, sorts out and summarizes the common types and characteristics of bolt welded mixed joints of stainless steel structure beam-column, describes the research progress of bolt welded mixed joints at home and abroad, and puts forward the shortcomings of existing research and the future development direction, so as to provide a reference for the theoretical research and engineering practice of bolt welded mixed joints of stainless steel structure.
文章引用：赵文博, 孙亦男, 耿凯, 杨康. 不锈钢结构梁柱栓焊混接节点研究进展[J]. 土木工程, 2023, 12(11): 1408-1415. https://doi.org/10.12677/HJCE.2023.1211160

参考文献

[1] 乔学良. 不锈钢栓焊连接梁柱节点的静力与抗震性能研究[D]: [硕士学位论文]. 沈阳: 沈阳建筑大学, 2015.
[2] 李洪波, 舒赣平. 不锈钢在建筑结构中的应用于研究[C]//第八届全国现代钢结构学术研讨会. 天津: 天津大学, 2008: 1896-1901.
[3] 王元清, 高博, 戴国欣, 等. 不锈钢受弯构件承载性能的研究进展[J]. 建筑结构学报, 2010, 31(1): 189-194.
[4] 王元清, 袁焕鑫, 石永久, 杨璐. 不锈钢结构构件稳定性的研究进展[J]. 工业建筑, 2012, 42(5): 1-11.
[5] 王元清, 袁焕鑫, 石永久, 等. 不锈钢结构及其应用和研究现状[J]. 钢结构, 2010, 25(2): 1-13.
[6] 吴兆旗, 何田田, 姜绍飞, 等. 钢结构梁柱连接节点抗震性能研究进展[J]. 福建大学学报(自然科学版), 2011, 39(5): 658-665.
[7] 徐赣萍, 王元清, 吴耀华, 等. CECE 410-2015不锈钢结构技术规程[S]. 北京: 中国计划出版社, 2015.
[8] 袁焕鑫, 高焌栋, 杨璐, 等. 端板连接不锈钢梁柱节点抗震性能研究[J]. 建筑结构学报, 2021, 48(2): 160-169.
[9] 乔学良, 王元清, 贾连光. 不锈钢结构梁柱连接节点的研究现状[C]//第十七届全国现代结构工程学术研讨会论文集. 北京: 工业建筑, 2017: 154-162.
[10] 中华人民共和国建设部. GB 50011-2010建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2010.
[11] 阎石, 李康宁, 张曰果, 等. 翼缘削弱型钢筋混凝土框架梁柱节点受力性能试验[J]. 沈阳建筑大学学报(自然科学版), 2015, 31(2): 219-227.
[12] Song, A.L., Ran, H.D., Su, M.Z., et al. (2013) Finite Element Analysis on Mechanic Behavior of Joints between Elevated Columns and Truss Columns in Substation Frame. Applied Mechanics & Materials, 259, 949-953. [Google Scholar] [CrossRef] 
[13] Zhang, Y.F., Zhao, J.H. and Zhang, D.F. (2015) Force Transference Mechanism and Bearing Capacity of Connection between Composite CFST Column and Steel Beam. Journal of Chang’an University, 35, 82-88.
[14] 石永久, 王磊, 王元清. 高强度钢材钢结构梁柱连接节点承载性能研究进展[C]//中国钢结构协会结构稳定与疲劳分会第12届(ASSF-2010)学术交流会暨教学研讨会. 北京: 钢结构, 2012: 43-50.
[15] 王元清, 乔学良, 贾连光, 等. 单调加载下不锈钢结构梁柱栓焊混用节点承载性能分析[J]. 工程力学, 2019, 36(z1): 59-65.
[16] SAC Joint Venture (2000) FEMA-355D State of the Art Report on Connection Performance. Federal Emergency Management Agency, Washington DC.
[17] Faella, C., Piluso, V. and Rizzano, G. (2000) Structure Steel Semirigid Connections: Theory, Design and Software. CRC Press LLC, Boca Raton.
[18] SAC Joint Venture (2000) FEMA-355C State of the Art Report on Systems Performance of Steel Moment Frames Subject to Earthquake Ground Shaking. Federal Emergency Management Agency, Washington DC.
[19] Shi, G., Chen, X. and Wang, D. (2017) Experimental Study of Ultra-Large Capacity End-Plate Joints. Journal of Constructional Steel Research, 128, 354-361. [Google Scholar] [CrossRef] 
[20] 陈学森, 施刚, 王喆, 等. 多层装配式钢框架梁柱节点选型分析[C]//第十四届全国现代结构工程学术研讨会论文集. 北京: 工程力学, 2014: 174-179.
[21] 陈学森, 施刚, 石永久, 等. 钢框架双重设防梁柱节点受力性能的有限元分析[C]//中国钢结构会结构稳定与疲劳分会第14届(ISSF-2014)学术交流会暨教学研讨会论文集. 北京: 钢结构工程研究所, 2014: 215-222.
[22] Matos, C.G. and Dodds, R.H. (2000) Modeling the Effects of Residual Stresses on Defects in Welds of Steel Frame Connections. Engineering Structures, 22, 1103-1120. [Google Scholar] [CrossRef] 
[23] (2006) EN 1993-1-4-2006, Eurocode 3: Design of Steel Structures. Part 1 - 4: General-Supplementary Rules for Stainless Steels. European Committee for Standardization, CEN, Brussels.
[24] (2005) EN 1993-1-8-2005, Eurocode 3: Design of Steel Structures. Part 1 - 8: Design of Joints. European Committee for Standardization, CEN, Brussels.
[25] (2002) SEI/ASCE 8-02, Specification for the Design of Cold-Formed Stainless Steel Structural Members. American Society of Civil Engineers, Reston.
[26] JIS G 4321-2000日本不锈钢建筑结构设计标准[S]. 东京: 日本不锈钢结构建筑协会设计基准编制委员会, 2000.
[27] (2001) AS/NZS 4673-2001, Cold Formed Steel Structural. Standards Australia International Ltd., Sydney.
[28] 王元清,关建, 张勇, 等. 不锈钢构件螺栓连接摩擦面抗滑移系数试验[J]. 沈阳建筑大学学报(自然科学版), 2013, 29(5): 769-774.
[29] 王元清, 赵义鹏, 徐春一, 等. 不同种类螺栓的不锈钢端板连接节点抗震性能试验研究[J]. 天津大学学报(自然科学与工程技术版), 2017, 50(z1): 140-146.
[30] Hasan, M.J., Ashraf, M. and Uy, B. (2017) Moment-Rotation Behaviour of Top-Seat Angle Bolted Connections Produced from Austenitic Stainless Steel. Journal of Constructional Steel Research, 136, 149-161. [Google Scholar] [CrossRef] 
[31] Hasan, M.J., Al-Deen, S. and Ashraf, M. (2019) Behaviour of Top-Seat Double Web Angle Connection Produced from Austenitic Stainless Steel. Journal of Constructional Steel Research, 155, 460-479. [Google Scholar] [CrossRef] 
[32] Elflah, M., Theofanous, M., Dirar, S., et al. (2019) Behaviour of Stainless Steel Beam-to-Column Joints: Part 1: Experimental Investigation. Journal of Constructional Steel Research, 152, 183-193. [Google Scholar] [CrossRef] 
[33] Elflah, M., Theofanous, M. and Dirar, S. (2019) Behaviour of Stainless Steel Beam-to-Column Joints: Part 2: Numerical Modelling and Parametric Study. Journal of Constructional Steel Research, 152, 194-212. [Google Scholar] [CrossRef] 
[34] Elflah, M., Theofanous, M., Dirar, S., et al. (2019) Structural Behaviour of Stainless Steel Beam-to-Tubular Column Joints. Engineering Structures, 184, 158-175. [Google Scholar] [CrossRef] 
[35] Liu, M.M. and Shi, G. (2018) Cyclic Loading Tests of Duplex Stainless Steel Beam-to-Column Joints with WUF-W Connections. In: 9th International Conference on Advances in Steel Structures (ICASS), The Hong Kong Institute of Steel Construction, Hong Kong, 947-956.
[36] 林梓宏. 双相型不锈钢全焊接梁柱节点受力性能研究[D]: [硕士学位论文]. 北京: 清华大学, 2018.
[37] 王元清, 乔学良, 贾连光, 等. 不同连接方式的不锈钢梁柱节点抗震性能试验研究[J]. 东南大学学报(自然科学版), 2018, 48(2): 316-322.
[38] Bu, Y.D., Wang, Y.Q. and Zhao, Y.P. (2019) Study of Stainless Steel Bolted Extended End-Plate Joints under Seismic Loading. Thin-Walled Structures, 144, Article ID: 106255. [Google Scholar] [CrossRef] 
[39] 袁焕鑫, 胡松, 杜新喜, 等. 不锈钢T形件螺栓连接承载性能试验研究[J]. 工程力学, 2019, 36(2): 215-223.
[40] 袁焕鑫, 刘向华, 杨璐, 等. 循环荷载作用下不锈钢T形件螺栓连接试验研究[J]. 建筑结构学报, 2022, 43(7): 175-183. [Google Scholar] [CrossRef] 
[41] 袁焕鑫, 高浚栋, 杜新喜, 等. 不锈钢端板连接梁柱节点静力承载性能试验研究[J]. 建筑结构学报, 2021, 42(12): 125-132.

为你推荐