Research on Mechanical Properties of Steel-Concrete Composite Panels Under Impact Loading

SUN Jihong; AN Guoqing; WANG Rui

doi:10.13204/j.gyjzG22081307

Volume 54 Issue 4

Apr. 2024

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2024 > 54(4): 108-116

SUN Jihong, AN Guoqing, WANG Rui. Research on Mechanical Properties of Steel-Concrete Composite Panels Under Impact Loading[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 108-116. doi: 10.13204/j.gyjzG22081307

Citation:

SUN Jihong, AN Guoqing, WANG Rui. Research on Mechanical Properties of Steel-Concrete Composite Panels Under Impact Loading[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(4): 108-116. doi: 10.13204/j.gyjzG22081307

Citation:

PDF( 6865 KB)

Research on Mechanical Properties of Steel-Concrete Composite Panels Under Impact Loading

doi: 10.13204/j.gyjzG22081307

1. Department of Architectural Engineering, Shanxi Cadre College of Economic Management, Taiyuan 030024, China;
2. School of Civil Engineering, Taiyuan University of Technology, Taiyuan 030024, China

Received Date: 2022-08-13
Available Online: 2024-05-29

Abstract

Abstract

In order to investigate and analyze the impact resistance of steel-concrete composite panels, ABAQUS software was used to establish the finite element (FE) models of single-layer steel-concrete composite (HSC) panels and double-skin steel-concrete composite (SCS) panels. The reliability of the finite element modeling was validated against the results of drop-hammer impact test. Firstly, the whole impact process of this type of members was analyzed. Secondly, the impact resistance of HSC panels was compared with that of SCS panels from three aspects of dynamic response, failure mode and energy absorption coefficient. Finally, the influence of the steel plate ratio and impact height on the dynamic responses of members were emphatically discussed and the impact force time-history curve was simplified. The results showed that the FE model could reasonably predict the impact force and deflection of steel-concrete composite panels. The whole impact process of this type of members could be divided as four stages. The impact resistance of SCS panels was superior to HSC panels. The simplified impact-force history suggested in this work could be effectively employed in the impact resistance design of this kind of members.
- steel-concrete composite panel,
- impact,
- finite element analysis,
- whole impact process,
- dynamic response,
- simplified impact force

FullText(HTML)

References(27)

References

[1]	HILO S J, BADARUZZAMAN W H W, OSMAN S A, et al. A state-of-the-art review on double-skinned composite wall systems[J]. Thin-Wall Structure, 2015, 97:74-100.
[2]	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.
[3]	聂建国,孙彤,温凌燕,等.某会展中心大跨交叉钢-混凝土组合梁系楼盖设计[J].建筑结构学报, 2004, 25(6):123-125.
[4]	樊健生,丁然,聂鑫,等.高性能双钢板混凝土结构研究与应用[J].建筑结构学报, 2022, 43(9):55-72.
[5]	WANG R, HAN L H, HOU C C. Behavior of concrete filled steel tubular (CFST) members under lateral impact:experiment and FEA model[J]. Journal of Constructional Steel Research, 2013, 80:188-201.
[6]	WANG R, HAN L H, ZHAO X L, et al. Experimental behavior of concrete filled double steel tubular (CFDST) members under low velocity drop weight impact[J]. Thin-Walled Structures, 2015, 97:279-295.
[7]	安国青,赵晖,王蕊,等.外包不锈钢圆中空夹层钢管混凝土柱抗撞计算方法研究[J].工程力学, 2021, 38(6):227-236.
[8]	ZHAO H, WANG R, HOU C C, et al. Experimental behaviour of hollow reinforced concrete members with inner octagonal steel tube under lateral impact[J]. Advances in Structural Engineering, 2019, 22(15):3328-3340.
[9]	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.
[10]	吴丽丽,姜宇鹏,张栋栋,等.简支钢板-混凝土组合板受弯性能及承载力分析[J].建筑结构学报, 2015, 36(12):125-134.
[11]	郭全全,杨列昂,周耀,等.单钢板混凝土组合板面外承载力计算方法[J].工业建筑, 2016, 46(10):33-35.
[12]	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.
[13]	ZHAO W Y, GUO Q Q, DOU X Q, et al. Impact response of steel-concrete composite panels:experiments and FE analyses[J]. Steel and Composite Structures, 2018, 26(3):255-263.
[14]	GUO Q Q, WANG Z Y, CHEN J, et al. Dynamic response and failure mode of steel-concrete composite panels under lowvelocity impact[J/OL]. International Journal of Impact Engineering, 2022, 162[2021-12-24]. https://10.1016/j.ijimpeng.2021.104128104128.
[15]	YAN C, WANG Y H, ZHAI X M. Low velocity impact performance of curved steel-concrete-steel sandwich shells with bolt connectors[J/OL]. Thin-Walled Structures, 2020, 150[2020-02-21] https://doi.org/10.1016/j.tws.2020.106672.
[16]	HAN L H, YAO G H, TAO Z. Performance of concrete-filled thin-walled steel tubes under pure torsion[J]. Thin-Walled Structures, 2007, 45(1):24-36.
[17]	ABRAMOWICZ W, JONES N. Dynamic axial crushing of square tubes[J]. International Journal of Impact Engineering, 1984, 2(2):179-208.
[18]	XIANG S, ZENG L, LIU Y H, et al. Experimental study on the dynamic behavior of T-shaped steel reinforced concrete columns under impact loading[J/OL]. Engineering Structures, 2020, 208[2020-02-12] https://doi.org/10.1016/j.engstruct.2020.110307.
[19]	Comite Euro-International du Beton. CEB-FIP model code 1990[M]. Trowbridge, Wiltshire, UK:Redwood Books, 1993:48-51.
[20]	MALVAR L J, ROSS C A. Review of strain rate effects for concrete in tension[J]. ACI Materials Journal, 1998, 95(6):735-739.
[21]	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.
[22]	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.
[23]	AN G Q, WANG R, ZHAO H, et al. Response of axial-loaded steel-concrete composite walls under low-velocity impact[J/OL]. Journal of Constructional Steel Research, 2023, 203[2023-01-27] https://doi.org/10.1016/j.jcsr.2023.107829.
[24]	LU J Y, WANG Y H, ZHAI X M. Response of flat steelconcrete-corrugated steel sandwich panel under drop-weight impact load by a hemi-spherical head[J/OL]. Journal of Building Engineering, 2021, 44[2021-06-18] https://doi.org/10.1016/j.jobe.2021.102890.
[25]	WANG R, YANG X, ZHAO H, et al. Damage evaluation of axial-loaded H-section steel columns during and after impact loading[J/OL]. Journal of Constructional Steel Research, 2022, 196[2022-07-14] https://doi.org/10.1016/j.jcsr.2022.107426.
[26]	WANG Y, QIAN X D, LIEW J Y R, et al. Experimental behavior of cement filled pipe-in-pipe composite structures under transverse impact[J]. International Journal of Impact Engineering, 2014, 72:1-16.
[27]	王宇,钱旭东.多次侧向冲击下双层钢管混凝土结构的响应分析[J].振动与冲击, 2017, 36(2):1-6.