RESEARCH ADVANCES OF IMPACT RESISTANCE OF STEEL-CONCRETE COMPOSITE STRUCTURES

Weiyi Zhao; Lin Wang; Quanquan Guo; Zepeng Gao

doi:10.13206/j.gjgSE19121501

Volume 35 Issue 3

Mar. 2020

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Weiyi Zhao, Lin Wang, Quanquan Guo, Zepeng Gao. RESEARCH ADVANCES OF IMPACT RESISTANCE OF STEEL-CONCRETE COMPOSITE STRUCTURES[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(3): 26-36. doi: 10.13206/j.gjgSE19121501

Citation:

Weiyi Zhao, Lin Wang, Quanquan Guo, Zepeng Gao. RESEARCH ADVANCES OF IMPACT RESISTANCE OF STEEL-CONCRETE COMPOSITE STRUCTURES[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(3): 26-36. doi: 10.13206/j.gjgSE19121501

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RESEARCH ADVANCES OF IMPACT RESISTANCE OF STEEL-CONCRETE COMPOSITE STRUCTURES

doi: 10.13206/j.gjgSE19121501

1. School of Civil Engineering, Qingdao University of Technology, Qingdao 266033, China;
2. Beihang School, Beihang University, Beijing 100083, China;
3. School of Transportation Science and Engineering, Beihang University, Beijing 100083, China

Received Date: 2019-12-10

Abstract

Abstract

A steel-concrete composite (SC) structure consists of two steel faceplates and a core concrete. It has a wide application in engineering practice such as nuclear facilities, high-rise buildings, and protective structures, etc. With the structures exposed to unexpected impact loadings during its service life, it demonstrates a great necessity to investigate the impact resistance of SC structures and components. Based on the review of the development and application of SC structures and the investigations on its impact resistance at home and abroad, the performance of SC structures under impact loadings and the calculation methods for local damage and global response are summarized. Some suggestions on the key problems in the research and practical application of the structures are discussed.
- steel-concrete composite structure,
- development and application,
- impact resistance,
- calculation method,
- research advance

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References(61)

References

Liew J Y R, Yan J B, Huang Z Y. Steel-concrete-steel sandwich composite structures-recent innovations[J]. Journal of Constructional Steel Research, 2017, 130:202-221.

JEAC. Technical code for seismic design of steel plate reinforced concrete structures:buildings and structures:JEAC 4618-2009[S]. Tokyo:Japanese Electric Association Nuclear Standards Committee, 2009.

KEPIC-SNG. Specification for safety-related steel plate concrete structures for nuclear facilities[S]. Korea:Board of KEPIC Policy, Structural Committee, Korea Electric Association, 2010.

AISC. Specification for safety-related steel structures for nuclear facilities:ANSI/AISC N690s1-15[S]. Chicago, Illinois:American Institute of Steel Construction, 2015.

中华人民共和国住房和城乡建设部. 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.

Solomon S, Smith D, Cusens A. Flexural tests of steel-concretesteel sandwiches[J]. Magazine of Concrete Research, 1976, 28(94):13-20.

Ichikawa K, Isobata O, Kawamata S. Design and analysis of reactor containment of steel-concrete composite laminated shell[C]//Proceedings of the 4th International Conference on Structural Mechanics in Reactor Technology (SMiRT 4). San Francisco:USA, 1977.

Bowerman H, Coyle N, Chapman J C. An innovative steel/concrete construction system[J]. Structural Engineer, 2002, 80(20):33-38.

Johnson R P. Composite structures of steel and concrete:beams, slabs, columns, and frames for buildings[M]. Australia:Blackwell Publishing, 3rd ed, 2008.

加藤勉. コンクリ-ト充填鋼板壁のせん断強度[C]//東京大学工学部総合試験所年報. 東京:1979.

加藤勉, 佐藤邦昭, 江守克彦,等. コンクリート充填鋼板耐力壁の実験的研究:その1:研究概要[C]//日本建築学会学術講演梗概集. 東京:1985.

Kaneuji A, Okuda Y. Feasibility study of concrete filled steel (SC) structure for reactor building[C]//Proceedings of the 10th International Conference on Structural Mechanics in Reactor Technology (SMiRT 10). Anaheim, CA:USA, 1989.

阿部琢志, 古和田明, 山下利夫, 等. 鋼板コンクリート構造に関する実験的研究:その1全体計画概要[C]//日本建築学会学術講演梗概集. 東京:1996.

成川匡文, 秋山宏, 菅原良次, 等. 原子力発電所建屋の鋼板コンクリート構造化の研究:その1. 研究全体計画[C]//日本建築学会学術講演梗概集. 東京:1995.

JEANSC. Technical guidelines for aseismic design of steel plate reinforced concrete structures-buildings and structures:JEAG 4618-2005[S]. Tokyo:Japanese Electric Association Nuclear Standards Committee, 2005.

高宁. 钢板混凝土结构在AP1000核电站中的应用[C]//2010年核电站新技术交流研讨会论文集. 深圳:2010.

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.

Tomlinson M, Tomlinson A, Chapman M L, et al. Shell composite construction for shallow draft immersed tube tunnels[C]//ICE International Conference on Immersed Tunnel Techniques. Thomas Telford Publishing, 1989.

Wright H D, Oduyemi T O S, Evans H R. The experimental behaviour of double skin composite elements[J]. Journal of Constructional Steel Research, 1991, 19(2):97-110.

Wright H D, Oduyemi T O S, Evans H R. The design of double skin composite elements[J]. Journal of Constructional Steel Research, 1991, 19(2):111-132.

Wright H D, Gallocher S C. The behavior of composite walling under construction and service loading[J]. Journal of Constructional Steel Research, 1995, 35(3):257-277.

Hossain K M A, Wright H D. Experimental and theoretical behaviour of composite walling under in-plane shear[J]. Journal of Constructional Steel Research, 2004, 60(1):59-83.

Liew J Y R, Sohel K M A. Lightweight steel-concrete-steel sandwich system with J-hook connectors[J]. Engineering Structures, 2009, 31(5):1166-1178.

丁朝辉, 江欢成, 曾菁等. 双钢板-混凝土组合墙的大胆尝试:盐城电视塔结构设计[J]. 建筑结构, 2012, 41(12):87-91.

赵治泉. 钻井用的钢板混凝土复合井壁[J]. 煤炭科学技术, 1986(1):22-25, 39.

葛家良, 孙文若. 谢桥矿西风井双层钢板混凝土钻井井壁设计研究[J]. 江苏煤炭, 1994(1):15-18.

Abrate S. Impact on composite structures[M]. USA:Cambridge University Press, 1998.

Barr P, Carter P G, Howe W D, et al. Experimental studies of the impact resistance of steel faced concrete composites[C]//Proceedings of the 7th International Conference on Structural Mechanics in Reactor Technology (SMiRT 7). Chicago:USA, 1983.

Walter T A, Wolde-Tinsae A M. Turbine missile perforation of reinforced concrete[J]. Journal of Structural Engineering, 1984, 110(10):2439-2455.

Tsubota H, Kasai Y, Koshika N, et al. Quantitative studies on impact resistance of reinforced concrete panels with steel liners under impact loading. Part 1:Scaled model impact tests[C]//Proceedings of the 12th International Conference on Structural Mechanics in Reactor Technology (SMiRT 12). Stuttgart:Germany, 1993.

Mizuno J, Koshika N, Sawamoto Y, et al. Investigation on impact resistance of steel plate reinforced concrete barriers against aircraft impact part 1:test program and results[C]//Proceedings of the 18th International Conference on Structural Mechanics in Reactor Technology (SMiRT 18). Beijing:China, 2005.

Hashimoto J, Takiguchi K, Nishimura K, et al. Experimental study on behavior of RC panels covered with steel plates subjected to missile impact[C]//Proceedings of the 18th International Conference on Structural Mechanics in Reactor Technology (SMiRT 18). Beijing:China, 2005.

Remennikov A M, Kong S Y, Uy B. The response of axially restrained non-composite steel-concrete-steel sandwich panels due to large impact loading[J]. Engineering Structures, 2013, 49:806-818.

Remennikov A M, Kong S Y. Numerical simulation and validation of impact response of axially-restrained steel-concrete-steel sandwich panels[J]. Composite Structures, 2012, 94(12):3546-3555.

Sohel K M A, Liew J Y R. Behavior of steel-concrete-steel sandwich slabs subject to impact load[J]. Journal of Constructional Steel Research, 2014, 100:163-175.

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.

Zhao W Y, Guo Q. Experimental study on impact and post-impact behavior of steel-concrete composite panels[J]. Thin-Walled Structures, 2018, 130:405-413.

Zhao W Y, Guo Q, Dou X, et al. Impact response of steel-concrete composite panels:Experiments and FE analyses[J]. Steel and Composite Structures, 2018, 26(3):255-263.

Guo Q, Zhao W Y. Design of steel-concrete composite walls subjected to low-velocity impact[J]. Journal of Constructional Steel Research, 2019, 154:190-196.

赵唯以, 郭全全. 低速冲击下双钢板混凝土组合墙的力学性能研究[J]. 土木工程学报, 2018, 51(11):88-94.

Riera J D. On the stress analysis of structures subjected to aircraft impact forces[J]. Nuclear Engineering and Design, 1968, 8(4):415-426.

U. S. Department of Energy. Accident analysis for aircraft crash into hazardous facilities:DOE-STD-3014-2006[S]. Washington D C:U. S. Department of Energy, 2006.

Methodology for performing aircraft impact assessments for new plant designs:NEI 07-13 Rev 8P[S]. Walnut Creek, CA, USA:ERIN Engineering & Research, 2011.

Jiang H, Chorzepa M G. Aircraft impact analysis of nuclear safetyrelated concrete structures:a review[J]. Engineering Failure Analysis, 2014, 46:118-133.

Bruhl J C, Varma A H, Johnson W H. Design of composite SC walls to prevent perforation from missile impact[J]. International Journal of Impact Engineering, 2015, 75(1):75-87.

Mizuno J, Koshika N, Morikawa H, et al. Investigation on impact resistance of steel plate reinforced concrete barriers against aircraft impact part 2:simulation analyses of scale model impact tests[C]//Proceedings of the 18th International Conference on Structural Mechanics in Reactor Technology (SMiRT 18). Beijing:2005.

陈仰光, 周羽. 飞机撞击混凝土平板的动力学分析[C]//第15届全国结构工程学术会议论文集. 2006.

徐征宇, 李忠诚. 钢板混凝土与普通混凝土结构抵抗飞机撞击的比较分析[C]//第十七届全国反应堆结构力学会议论文集. 上海:2012.

朱秀云, 潘蓉, 林皋, 等. 基于ANSYS/LS-DYNA的钢板混凝土墙冲击实验的有限元分析[J]. 爆炸与冲击, 2015, 35(2):222-228.

朱秀云, 林皋, 潘蓉, 等. 基于荷载时程分析法的钢板混凝土结构墙的抗冲击性能敏感性分析[J]. 爆炸与冲击, 2016, 36(5):670-679.

Sohel K M A. Impact performance of steel-concrete-steel sandwich structures[D]. Singapore:National University of Singapore, 2008.

郑全平, 周早生, 钱七虎, 等. 防护结构中的震塌问题[J]. 岩石力学与工程学报, 2003, 22(8):1393-1398.

高世桥. 混凝土侵彻力学[M]. 北京:中国科学技术出版社, 2013.

ACI. Code requirements for nuclear safety-related concrete structures and commentary:ACI 349-06[S]. Farmington Hills, MI, USA:American Concrete Institute, 2006.

Barr P. Guidelines for the design and assessment of concrete structures subjected to impact[R]. London:UK, UK Atomic Energy Authority, Safety and Reliability Directorate, 1990.

Grisaro H, Dancygier A N. Assessment of the perforation limit of a composite RC barrier with a rear steel liner to impact of a non-deforming projectile[J]. International Journal of Impact Engineering, 2014, 64(2):122-136.

Guo Q, Zhao W Y. Displacement response analysis of steel-concrete composite panels subjected to impact loadings[J]. International Journal of Impact Engineering, 2019, 131:272-281.

Grisaro H, Dancygier A N. Assessment of residual deformation of rear steel plate in RC barriers subjected to impact of non-deforming projectiles[J]. International Journal of Impact Engineering, 2015, 77:42-58.

Bruhl J C, Varma A H, Kim J M. Static resistance function for steel-plate composite (SC) walls subject to impactive loading[J]. Nuclear Engineering and Design, 2015, 295:843-859.

Bruhl J C, Johnson W H, Reigles D G, et al. Impact assessment of SC walls using idealized SDOF and TDOF models[C]//ASCE Structures Congress. Portland, Oregon:USA, 2015.

赵唯以. 低速冲击下双钢板混凝土组合结构的力学性能研究[D]. 北京:北京航空航天大学, 2018.

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