爆炸冲击载荷下钢板-混凝土组合结构的动态性能和破坏机理研究进展

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发布时间：2020-01-06 00:00:00

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爆炸冲击载荷下钢板-混凝土组合结构的动态性能和破坏机理研究进展

2021年第3期

钢板-混凝土组合结构；抗剪连接件；爆炸载荷；动力响应；抗爆性能

Steel plate-concrete composite structure; Shear connector; Blast load; Dynamic response; Anti-explosion performance

2021年第3期

10.19761/j.1000-4637.2021.03.082.06

国家自然科学基金项目（11302094、52008076）；辽宁省高等学校优秀人才项目（LJQ2014063）；辽宁省自然科学基金项目（20170540441）。

秦彦帅1，曲艳东1,2，李继野2，张瑞雪1，于跃1

1.辽宁工业大学土木建筑工程学院，辽宁锦州121001；2.大连民族大学土木工程学院，辽宁大连 116650

秦彦帅1，曲艳东1,2，李继野2，张瑞雪1，于跃1

秦彦帅,曲艳东,李继野,等.爆炸冲击载荷下钢板-混凝土组合结构的动态性能和破坏机理研究进展[J].混凝土与水泥制品,2021(3):82-87.

QIN Y S,QU Y D,LI Ji-ye,et al.Research Progress on Dynamic Performances of Steel Plate-concrete Composite Structures Under Blast Loads[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(3):82-87.

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英文名 :

刊期 : 2021年第3期

关键词 : 钢板-混凝土组合结构；抗剪连接件；爆炸载荷；动力响应；抗爆性能

Key words : Steel plate-concrete composite structure; Shear connector; Blast load; Dynamic response; Anti-explosion performance

刊期 : 2021年第3期

DOI : 10.19761/j.1000-4637.2021.03.082.06

文章编号 :

基金项目 : 国家自然科学基金项目（11302094、52008076）；辽宁省高等学校优秀人才项目（LJQ2014063）；辽宁省自然科学基金项目（20170540441）。

作者 : 秦彦帅1，曲艳东1,2，李继野2，张瑞雪1，于跃1

单位 : 1.辽宁工业大学土木建筑工程学院，辽宁锦州121001；2.大连民族大学土木工程学院，辽宁大连 116650

秦彦帅1，曲艳东1,2，李继野2，张瑞雪1，于跃1

秦彦帅,曲艳东,李继野,等.爆炸冲击载荷下钢板-混凝土组合结构的动态性能和破坏机理研究进展[J].混凝土与水泥制品,2021(3):82-87.

QIN Y S,QU Y D,LI Ji-ye,et al.Research Progress on Dynamic Performances of Steel Plate-concrete Composite Structures Under Blast Loads[J].CHINA CONCRETE AND CEMENT PRODUCTS,2021(3):82-87.

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摘要

参数

结论

参考文献

引用本文

摘要：钢板-混凝土组合结构（SPCCS）是一种具有自重轻、延性和抗力高、施工简便和经济效果显著等优点的新型混凝土组合结构。爆炸冲击载荷作用下SPCCS的力学性能与常规载荷作用下的结构性能相比，存在较大区别。论述了SPCCS的构成特性与分类，从理论、试验和数值模拟三个方面综述了爆炸冲击载荷作用下SPCCS的动力响应和损伤破坏的最新研究成果，并对其未来发展趋势进行了展望。

Abstract: As a new type of composite structure, steel plate-concrete composite structure (SPCCS) has certain advantages, such as light weight, high ductility and resistance, simple construction and significant economic effect. The mechanical properties of SPCCS under blast loads are different from those under conventional loads. The composition characteristics and classification of SPCCS are discussed in engineering fields, and the latest research results of dynamic response and failure of SPCCS under blast loads are summarized from three aspects of theory, experiment and numerical simulation, and the development trend of SPCCS in the future is prospected.

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[1] 张文华,刘鹏宇,吕毓静.超高性能混凝土动态力学性能研究进展[J].材料导报,2019,33(19):3257-3271.
[2] VARMA A H,MALUSHTE S R,SENER K C,et al.Steel-plate composite (SC) walls for safety related nuclear facilities: Design for in-plane forces and out-of-plane moments[J].Nuclear Engineering and Design,2014,269:240-249.[3] QU Y D,LI X J,YAN H H,et al.Overpressure Comparison of Blasting in Air and Special-Made Hemispherical Structure[J].Chinese Journal of High Pressure Physics,2012,26(1):95-101.
[4] SOLOMON S K,SMITH D W,CUSENS A R.Flexural tests of steel-concrete-steel sandwiches[J].Magazine of Concrete Research,1976,28(94):13-20.
[5] 彭先泽,杨军,李顺波,等.爆炸冲击载荷作用下双层钢板混凝土板与钢筋混凝土板动态响应对比研究[J].防灾科技学院学报,2012,14(3):18-23.
[6] 俞逸舟,宋晓冰,李林家.钢板混凝土组合结构试验与理论研究现状[J].混凝土,2019(10):54-61.
[7] QU Y D,LI X,KONG X Q,et al.Numerical simulation on dynamic behavior of reinforced concrete beam with initial cracks subjected to air blast loading[J].Engineering Structures,2016,128:96-110.
[8] 曲艳东,吴敏,王家力,等.燃气爆炸对砖混建筑的结构破坏研究[J].渤海大学学报(自然科学版),2013,34(3):323-327.
[9] 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.
[10] SUN J,QIU H,LU Y.Experimental study and associated numerical simulation of horizontally connected precast shear wall assembly[J].The structural design of tall and special buildings,2016,25(13):659-678.
[11] 张猛,汪洋,张哲.钢-混凝土组合结构新型双钉头型栓钉剪力连接件抗剪承载力研究[J].建筑钢结构进展,2014,16(2):13-22.
[12] 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.
[13] LIEW J Y R,WANG T Y.Novel steel-concrete-steel sandwich composite plates subject to impact and blast load [J].Advances in Structural Engineering,2011,14(4):673-687.
[14] YAN J B,LIEW J Y R,ZHANG M H,et al.Experimental and analytical study on ultimate strength behavior of steel-concrete-steel sandwich composite beam structures[J].Materials and Structures,2015,48(5):1523-1544.
[15] YAN J B,LIEW J Y R,ZHANG M H,et al.Punching shear resistance of steel-concrete-steel sandwich composite shell structure[J].Engineering Structures,2016,117:470-485.
[16] WU L,AN L,LI J.Shear Capacity of Open Sandwich Steel Plate-Concrete Composite Slab:Experimental and Analytical Studies[J].Advances in Civil Engineering,2019(11):1-14.
[17] JIANG L,ZHENG H,LIU Y,et al.Experimental investigation of composite steel plate deep beam infill steel frame[J].International Journal of Steel Structures,2014,14(3):479-488.
[18] BOOTH P N,VARMA A H,SENER K C,et al.Flexural behavior and design of steel-plate composite (SC) walls for accident thermal loading[J].Nuclear Engineering and Design,2015,295:817-828.
[19] 武晓东,童乐为,薛伟辰.双钢板-混凝土组合筒体剪力墙受力性能试验研究[J].建筑结构学报,2015,36(S1):161-167.
[20] NORRIS G H,HANSEN R J,HOLLEY M J.Structural design for dynamic loads[M].New York:Mo Graw Hill Book Company,1959.
[21] MARTIN J B,SYMONDS P S.Mode approximations for impulsively loaded rigid plastic structures[R].Providence:School of Engineering,University of Providence,brown,1965.
[22] 杜文超.爆炸荷载作用下CFRP方钢管混凝土柱动力响应研究[D].西安:长安大学,2016.
[23] KANG K W,LEE S C,LIEW R J Y Analysis of steel-concrete composite column subject to blast[J].Proceedings of the Institution of Civil Engineers-Structures and Buildings,2013,166(1):15-27.
[24] 柳锦春,方秦,张亚栋,等.爆炸荷载作用下内衬钢板的混凝土组合结构的局部效应分析[J].兵工学报,2004(6):773-776.
[25] 柳锦春,荣超,陈力.爆炸作用下钢筋混凝土-钢板组合梁动力响应分析[J].建筑结构学报,2015,36(S1):349-354.
[26] 姜鹏飞,叶琳,伍俊.爆炸冲击波作用下钢板-混凝土组合结构受力性能分析[J].武汉理工大学学报,2013,35(5):95-98.
[27] 刘宗贤.钢板混凝土梁的动力计算与抗爆分析[J].爆炸与冲击,1985(1):24-39.
[28] 李俊华,邱栋梁,俞凯,等.高温后型钢混凝土粘结滑移性能研究[J].工程力学,2015,32(2):190-200.
[29] 姚国文,刘宇森,吴甜宇,等.湿热环境下粘钢加固混凝土界面的粘结性能[J].土木与环境工程学报(中英文),2019,41(4):112-121.
[30] 汪维,刘光昆,赵强,等.近爆作用下方形板表面爆炸载荷分布函数研究[J].中国科学:物理学力学天文学,2020,50(2):144-152.
[31] 詹建敏,吴炎海.压型钢板-混凝土组合楼板剪切粘结承载力试验研究[J].福建建筑,2002(3):27-30.
[32] 许伟,肖瑞亚,许峰,等.大跨度闭口型压型钢板-混凝土组合楼板界面粘结性能研究[J].建筑结构,2017,47(13):47-50.
[33] LIN Y,YAN J,WANG Y,et al.Shear failure mechanisms of SCS sandwich beams considering bond-slip between steel plates and concrete[J].Engineering Structures,2019,181:458-475.
[34] 黄城均,宋晓冰.双钢板混凝土组合结构平面内破坏准则研究[J].建筑结构,2019,49(4):123-128.
[35] 聂建国,王宇航.钢-混凝土组合梁疲劳性能研究综述[J].工程力学,2012,29(6):1-11.
[36] ZHANG W,HUANG Z,FU Z,et al.Shear resistance behavior of partially composite Steel-Concrete-Steel sandwich beams considering bond-slip effect[J].Engineering Structures,2020,210: 110394.
[37] 李忠献,刘泽锋.混凝土动态本构模型综述[J].天津大学学报(自然科学与工程技术版),2015,48(10):853-863.
[38] 贾明晓,周玉龙,刘祖军,等.混凝土宏细观本构模型研究进展[J].混凝土,2019(1):52-56.
[39] SOHEL K M A,RICHARD L J Y,ALWIS W A M,et al.Experimental investigation of low-velocity impact characteristics of steel-concrete-steel sandwich beams[J].Steel and Composite Structures,2003,3(4):289-306.

[40] 田志敏,章峻豪,江世永.钢板混凝土复合梁在爆炸荷载作用下的损伤评估研究[J].振动与冲击,2016,35(4):42-48.
[41] JUNG J W,YOON Y C,JANG H W,et al.Investigation on the resistance of steel-plate concrete walls under high-velocity impact[J].Journal of Constructional Steel Research,2019,162: 105732.
[42] BRUHL J C,VARMA A H.Summary of blast tests on steel-plate reinforced concrete walls[C]//Structural Engineering Institute of ASCE.Structures Congress.Portland:Structural Engineering Institute of ASCE,2015:151-159.
[43] BRUHL J C,VARMA A H.Experimental evaluation of steel-plate composite walls subject to blast loads[J].Journal of Structural Engineering,2018,144(9):04018155.
[44] LAN S,LOK T S,HENG L.Composite structural panels subjected to explosive loading[J].Construction and Building Materials,2005,19(5):387-395.
[45] ZHAO C,LU X,WANG Q,et al.Experimental and numerical investigation of steel-concrete (SC) slabs under contact blast loading[J].Engineering Structures,2019,196:109337.
[46] LIU B,ZHANG Z,ZHANG M,et al.Experimental Study of the Mechanical Performance of Corrugated Steel Plate-Concrete Composite Structures[J].International Journal of Steel Structures,2019,19(3):733-746.
[47] 薛建英,刘玉存,刘天生.钢管混凝土结构构件抗爆性能的试验研究[J].中北大学学报(自然科学版),2011,32(6):786-790.
[48] WANG H,WU C,ZHANG F,et al.Experimental study of large-sized concrete filled steel tube columns under blast load[J].Construction and building materials,2017,134:131-141.
[49] 曲艳东,李鑫,孔祥清,等.爆炸荷载作用下钢筋混凝土梁的抗爆与加固技术研究进展[J].科技导报,2016,34(2):99-103.
[50] 严成,欧卓成,段卓平,等.脆性材料动态强度应变率效应[J].爆炸与冲击,2011,31(4):423-427.
[51] 陈丽华,陈雷飞,屈创,等.外包花纹钢-压型钢板混凝土组合梁试验研究[J].建筑结构,2016,46(23):55-60.
[52] KUMAR V,KARTIK K V,IQBAL M A.Experimental and numerical investigation of reinforced concrete slabs under blast loading[J].Engineering Structures,2020,206:110125.
[53] 孙从煌,曲艳东,刘万里,等.点火条件对密闭管道内预混氢气/空气燃爆特性的影响[J].爆炸与冲击,2018,38(3):622-631.
[54] ANANDAVALLI N,LAKSHMANAN N,IYER N R,et al.A novel modelling technique for blast analysis of steel-concrete composite panels[J].Procedia Engineering,2011,14:2429-2437.
[55] HUANG Z,LIEW J Y R.Steel-concrete-steel sandwich composite structures subjected to extreme loads[J].International Journal of Steel Structures,2016,16(4):1009-1028.
[56] THIRUMALAISELVI A,ANANDAVALLI N,RAJASANKAR J,et al.Numerical evaluation of deformation capacity of laced steel-concrete composite beams under monotonic loading[J].Steel and Composite Structures,2016,20(1):167-184.
[57] QU Y D,LIU W L,GWARZO M,et al.Parametric study of anti-explosion performance of reinforced concrete T-shaped beam strengthened with steel plates[J].Construction and Building Materials,2017,156:692-707.
[58] BUCHAN P A,CHEN J F.Blast resistance of FRP composites and polymer strengthened concrete and masonry structures-A state-of-the-art review[J].Composites Part B:Engineering,2007,38(5-6):509-522.
[59] LI G Q,YANG T C,CHEN S W.Behavior and simplified analysis of steel-concrete composite beams subjected to localized blast loading [J].Structural Engineering and Mechanics,2009,32(2):337-350.
[60] 杨涛春,李国强.爆炸荷载作用下钢-混凝土组合梁的动力响应及破坏形态分析[J].建筑钢结构进展,2008(4):26-31.
[61] 肖建庄,刘良林,张泽江,等.高性能混凝土结构火安全可恢复性研究进展[J].建筑科学与工程学报,2019,36(1):1-12.
[62] 石永久,杨晨康,彭耀光,等.闭口压型钢板混凝土组合楼板抗火性能研究[J].工业建筑,2018,48(9):161-168.
[63] 鞠竹,王振清,韩玉来,等.火灾高温作用下钢结构倒塌分析[J].工程力学,2014,31(S1):121-124.
[64] WANG Y,ZHAI X,LEE S C,et al.Responses of curved steel-concrete-steel sandwich shells subjected to blast loading[J].Thin-Walled Structures,2016,108:185-192.
[65] 丁琳,刘洪波,王艳丽.一种新型钢—混凝土组合结构的抗爆性能[J].解放军理工大学学报(自然科学版),2007(6):665-668.
[66] LIM J S,JEONG Y D,YI S T.Improved stud layouts for steel-plate-concrete walls subject to blast load[J].Proceedings of the Institution of Civil Engineers-Structures and Buildings,2019:1-10.
[67] 王威,王伟涛,苏三庆,等 .拉结筋对内配钢板混凝土剪力墙组合作用影响的有限元模型分析[J].西安建筑科技大学学报(自然科学版),2015,47(1):26-32.
[68] ZHU Z,LI Y,HE S,et al.Analysis of the failure mechanism of multi-beam steel-concrete composite bridge under car explosion:[J].Advances in Structural Engineering,2020,23(3):538-548.
[69] 顾鑫,章青.爆炸荷载作用下大坝破坏分析的数值模拟研究进展[J].河海大学学报(自然科学版),2017,45(1):45-55.
[70] WU L,HUANG D,XU Y,et al.A rate-dependent dynamic damage model in peridynamics for concrete under impact loading:[J].International Journal of Damage Mechanics,2020,29(2):105678951990116.
[71] RAJKUMAR D,SENTHIL R,KUMAR B B,et al.Numerical Study on Parametric Analysis of Reinforced Concrete Column under Blast Loading[J].Journal of Performance of Constructed Facilities,2020,34(1):0001382.
[72] 姚未来,江世永,蔡涛,等.粘贴纤维增强复合材料加固混凝土梁的蠕变特性研究进展[J].材料导报,2019,33(17):2890-2901.

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爆炸冲击载荷下钢板-混凝土组合结构的动态性能和破坏机理研究进展

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