双钢板-混凝土组合构件面外受力性能研究综述
引用文献：
雷升祥 ，张艳青 ，刘勇 ，韩石， 宋玉香 ，尤龙飞 ，符瑞安. 双钢板-混凝土组合构件面外受力性能研究综述[J]. 建筑结构，2022，48（13）：32-42，20.
LEI Shengxiang， ZHANG Yanqing， LIU Yong ，HAN Shi ，SONG Yuxiang ，YOU Longfei ，FU Ruian. Review of study on the out-of-plane mechanical performance of steel-concrete-steel sandwich composite members[J]. Building Structure，2022,48（13）：32-42，20.
摘要：主要对双钢板-混凝土组合构件面外受力性能的相关研究进行综述。从影响因素和承载力计算两方面介绍了国内外有关双钢板-混凝土受弯性能、受剪性能、受压性能的研究成果。总结相应的设计方法，介绍相关规范，重点对有关抗震性能的研究进行分析。通过对收集到的现有试验数据进行拟合及概率分析，提出对应不同保证率的屈曲应力计算公式；指出双钢板-混凝土组合构件研究中存在的若干问题，展望研究前景。
关键词：双钢板-混凝土组合构件；平面外受力性能；抗震性能；屈曲应力
基金：国家重点研发计划(2018YFC0808704)；国家自然科学基金-青年科学基金(52008271)；铁四院科技研究开发计划(2020K163)。
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[29] 张泽平，史晨程，潘蓉，等.钢板混凝土墙平面外受力性能研究现状[J].工业建筑，2015,45(9):1-6,36.
[30] 冷予冰，宋晓冰，葛鸿辉，等.钢板-混凝土组合墙体结构平面外抗剪承载力试验分析[J].建筑结构，2013,43(22):15-21.
[31] 混凝土结构设计规范：GB 50010—2010[S].北京：中国建筑工业出版社，2011.
[32] SENER K C D.Out-of-plane behavior and design of steel-plate composite (SC)walls for safety-related nuclear facilities[M].West Lafayette :Purdue University,2014.
[33] AKIYAMA H,SEKIMOTO H,FUKIHARA M,et al.A compression and shear loading test of concrete filled steel bearing wall[M].Tokyo:International Association for Structural Mechanics in Reactor Technology,1991.
[34] USAMI S,HARA K,N S,et al.Study on a concrete filled steel structure for nuclear power plants (part 2)compressive loading tests on wall members[C]//Proceedings of the Transactions of the 13 International Conference on Structural Mechanics in Reactor Technology.Tokyo:1995.
[35] CHOI B J,KIM W K,KIM W B,et al.Compressive performance with variation of yield strength and width-thickness ratio for steel plate-concrete wall structures[J].Steel and Composite Structures,2013,14(5):473-491.
[36] HUANG Z Y,LIEW J Y R.Compressive resistance of steel-concrete-steel sandwich composite walls with J-hook connectors[J].Journal of Constructional Steel Research,2016(124):142-162.
[37] ZHANG K,VARMA A H,MALUSHTE S R,et al.Effect of shear connectors on local buckling and composite action in steel concrete composite walls[J].Nuclear Engineering and Design,2014(269):231-239.
[38] ROBERTS T M,EDWARDS D N,NARAYANAN R.Testing and analysis of steel-concrete-steel sandwich beams[J].Journal of Constructional Steel Research,1996,38(3):257-279.
[39] LIANG Q Q,UY B,WRIGHT H D,et al.Local buckling of steel plates in double skin composite panels under biaxial compression and shear[J].Journal of Structural Engineering,2004,130(3):443-451.
[40] 陈骥.钢结构稳定理论与设计[M].北京，科学出版社，2003.
[41] WRIGHT H D.Local stability of filled and encased steel sections[J].Journal of Structural Engineering,1995,121(10):1382-1388.
[42] 聂建国，李法雄.钢-混凝土组合板单向受压稳定性研究[J].中国铁道科学，2009,30(6):27-32.
[2] 杨悦.核工程双钢板-混凝土结构抗震性能研究[D].北京：清华大学，2015.
[3] 宋神友，聂建国，徐国平，等.双钢板-混凝土组合结构在沉管隧道中的发展与应用[J].土木工程学报，2019,52(4):109-120.
[4] 路冰.钢板-混凝土组合悬臂梁拟静力试验研究[D].哈尔滨：哈尔滨工业大学，2014.
[5] 卢显滨.双钢板-混凝土组合梁拟静力试验研究[D].哈尔滨：哈尔滨工业大学，2015.
[6] 严加宝，王哲，LIEW J Y R.双钢板-混凝土组合结构研究进展[C]//第26届全国结构工程学术会议.长沙，2017.
[7] LIEW J Y R,SOHEL K M A,KOH C G.Impact tests on steel-concrete-steel sandwich beams with lightweight concrete core[J].Engineering Structures,2009,31(9):2045-2059.
[8] XIE M,CHAPMAN J C.Developments in sandwich construction[J].Journal of Constructional Steel Research,2006,62(11):1123-1133.
[9] 朱立猛，周德源，赫明月.带约束拉杆钢板-混凝土组合剪力墙抗震性能试验研究[J].建筑结构学报，2013,34(6):93-102.
[10] 王金金，范重，邢超，等.钢板混凝土组合剪力墙轴压比影响研究[J].建筑结构学报，2016,37(7):29-37.
[11] 韦芳芳，郑泽军，喻君，等.基于钢板屈曲分析的双钢板-混凝土组合剪力墙轴压承载力计算方法[J].工程力学，2019,36(2):154-164.
[12] 张有佳.核电工程钢板混凝土结构抗震性能试验与计算分析[D].哈尔滨：中国地震局工程力学研究所，2014.
[13] 刘阳冰，杨庆年，刘晶波，等.双钢板-混凝土剪力墙轴心受压性能试验研究[J].四川大学学报(工程科学版),2016,48(2):83-90.
[14] 李晓虎.核电工程双钢板混凝土组合剪力墙抗震性能研究[D].北京：北京工业大学，2017.
[15] 聂建国，卜凡民，樊健生.低剪跨比双钢板-混凝土组合剪力墙抗震性能试验研究[J].建筑结构学报，2011,32(11):74-81.
[16] EMORI K.Compressive and shear strength of concrete filled steel box wall[J].International Journal of Steel Structures,2002,2(1):29-40.
[17] 熊峰，何涛，周宁.核电站双钢板混凝土剪力墙抗剪强度研究[J].湖南大学学报(自然科学版),2015,42(9):33-41.
[18] SUBEDI N K,COYLE N R.Improving the strength of fully composite steel-concrete-steel beam elements by increased surface roughness—an experimental study[J].Engineering Structures,2002,24(10):1349-1355.
[19] ROBERT C N.Development of fully composite steel-concrete-steel beam elements[D].Dundee:University of Dundee,2001.
[20] 夏培秀.钢板夹芯混凝土组合梁力学性能与破坏机理研究[D].哈尔滨：哈尔滨工程大学，2012.
[21] 覃锋.核设施钢板组合墙面外抗剪性能研究[D].哈尔滨：哈尔滨工业大学，2015.
[22] WRIGHT H D,ODUYEMI T O S.Partial interaction analysis of double skin composite beams[J].Journal of Constructional Steel Research,1991,19(4):253-283.
[23] 钢结构设计标准：GB 50017—2017[S].北京：中国计划出版社，2018.
[24] 核电站钢板混凝土结构技术标准：GB/T 51340—2018[S].北京：中国计划出版社，2018.
[25] Technical guidelines for aseismic design of steel plate reinforced concrete structures:JEAC 4618-2009[S].Japan:Nuclear Standards Committee,2009.
[26] Code requirements for nuclear safety-related concrete structures and commentary:ACI 349-06[S].Michigan:American Concrete Institute,2006.
[27] Steel plate concrete structure:KEPIC-SNG[S].Seoul:Korea Electric Association,2010.
[28] Redacted version of dissenting view on the AP1000 shield building safety evaluation report with respect to the acceptance of brittle structural module to be used for the cylindrical shield building wall (ML103370648)[R].Washington C.D.:Nuclear Regulatory Commission Washi-ngton,2010.
[29] 张泽平，史晨程，潘蓉，等.钢板混凝土墙平面外受力性能研究现状[J].工业建筑，2015,45(9):1-6,36.
[30] 冷予冰，宋晓冰，葛鸿辉，等.钢板-混凝土组合墙体结构平面外抗剪承载力试验分析[J].建筑结构，2013,43(22):15-21.
[31] 混凝土结构设计规范：GB 50010—2010[S].北京：中国建筑工业出版社，2011.
[32] SENER K C D.Out-of-plane behavior and design of steel-plate composite (SC)walls for safety-related nuclear facilities[M].West Lafayette :Purdue University,2014.
[33] AKIYAMA H,SEKIMOTO H,FUKIHARA M,et al.A compression and shear loading test of concrete filled steel bearing wall[M].Tokyo:International Association for Structural Mechanics in Reactor Technology,1991.
[34] USAMI S,HARA K,N S,et al.Study on a concrete filled steel structure for nuclear power plants (part 2)compressive loading tests on wall members[C]//Proceedings of the Transactions of the 13 International Conference on Structural Mechanics in Reactor Technology.Tokyo:1995.
[35] CHOI B J,KIM W K,KIM W B,et al.Compressive performance with variation of yield strength and width-thickness ratio for steel plate-concrete wall structures[J].Steel and Composite Structures,2013,14(5):473-491.
[36] HUANG Z Y,LIEW J Y R.Compressive resistance of steel-concrete-steel sandwich composite walls with J-hook connectors[J].Journal of Constructional Steel Research,2016(124):142-162.
[37] ZHANG K,VARMA A H,MALUSHTE S R,et al.Effect of shear connectors on local buckling and composite action in steel concrete composite walls[J].Nuclear Engineering and Design,2014(269):231-239.
[38] ROBERTS T M,EDWARDS D N,NARAYANAN R.Testing and analysis of steel-concrete-steel sandwich beams[J].Journal of Constructional Steel Research,1996,38(3):257-279.
[39] LIANG Q Q,UY B,WRIGHT H D,et al.Local buckling of steel plates in double skin composite panels under biaxial compression and shear[J].Journal of Structural Engineering,2004,130(3):443-451.
[40] 陈骥.钢结构稳定理论与设计[M].北京，科学出版社，2003.
[41] WRIGHT H D.Local stability of filled and encased steel sections[J].Journal of Structural Engineering,1995,121(10):1382-1388.
[42] 聂建国，李法雄.钢-混凝土组合板单向受压稳定性研究[J].中国铁道科学，2009,30(6):27-32.
Review of study on the out-of-plane mechanical performance of steel-concrete-steel sandwich composite members
Abstract: The research on the out-of-plane mechanical performance of steel-concrete-steel sandwich composite members was reviewed. The research results of flexural performance, shear performance and compression performance at home and abroad were introduced from two aspects: influencing factors and bearing capacity calculation. The corresponding design methods were summarized, the relevant codes were introduced, and the research on seismic performance was mainly analyzed. Through fitting and probability analysis of the collected existing test data, the calculation formulas of buckling stress corresponding to different guarantee rates were proposed. Some problems existing in the research of steel-concrete-steel sandwich composite members were pointed out and the research prospect was prospected.
Keywords: steel-concrete-steel sandwich composite member; out of plane mechanical performance; seismic performance; buckling stress
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