高温后钢管RPC动态力学性能及数值模拟研究

郭伟东,?陈万祥,张涛,梁文光

振动与冲击 ›› 2017, Vol. 36 ›› Issue (10) : 159-167.

PDF(1701 KB)
PDF(1701 KB)
振动与冲击 ›› 2017, Vol. 36 ›› Issue (10) : 159-167.
论文

高温后钢管RPC动态力学性能及数值模拟研究

  • 郭伟东,?陈万祥,张涛,梁文光
作者信息 +

Test and numerical simulation of dynamic behavior of Reactive Powder Concrete-Filled Steel Tube after exposure to high temperatures

  • GuoWeidong, Chen Wanxiang, Zhang Tao,Liang Wenguang
Author information +
文章历史 +

摘要

采用ø74mm分离式霍普金森压杆(Split Hopkinson Pressure Bar,SHPB)装置对30块高温后的钢管活性粉末混凝土(Reactive Powder Concrete-Filled Steel Tube,钢管RPC)进行了不同应变率的冲击压缩试验,得到了高温后钢管RPC的动态应力-应变关系和破坏形态。利用ANSYS软件模拟了钢管RPC截面温度场分布,然后根据加权平均法得到高温后钢管RPC的轴心抗压强度代表值,最后采用LS-DYNA软件模拟了高温后钢管RPC动态力学行为。结果表明,高温200~300℃后钢管RPC具有明显的应变率效应,经历高温作用后的钢管RPC仍保持较高的强度,较好的延性和整体性,变形能力有所增强。基于*MAT_CONCRETE_DAMAGE_REL3模型的数值模拟结果与试验结果吻合良好,能够较好预测高温后钢管RPC的动态峰值应力。

Abstract

Dynamic behaviors of a group of 30 Reactive Powder Concrete-Filled Steel Tube (RPC-FST) specimens after exposure to high temperature under different impact loading are performed by using ø74 mm-Split Hopkinson Pressure Bar (SHPB).Dynamic stress-strain relationships and failure modes ofRPC-FSTspecimensare derived experimentally. The representative cylinder compressive strengths are obtained based on the temperature field simulated by using ANSYS code, and the dynamic behaviors of RPC-FST after exposure to high temperature are further simulated by using LS-DYNA code. Results show thatobvious strain rate effects can be observed in RPC-FST specimensunder impact loading, and RPC-FST still keepremarkable compressive strength, good ductility and integrity after exposure to high temperature. Furthermore, the deformation capabilities of RPC-FST after exposure to high temperature are increased. Simulated results based on *MAT_CONCRETE_DAMAGE_REL3 model are in good agreement with that of impact test, thus the ultimate strength of RPC-FST after exposure to high temperature can be estimatedaccurately.

关键词

钢管RPC / 高温后 / 抗冲击性能 / 动态强度 / 数值模拟

Key words

Reactive Powder Concrete-Filled Steel Tube / after exposure tohigh temperature / impact-resistant capacity / dynamic strength / numerical simulation

引用本文

导出引用
郭伟东,?陈万祥,张涛,梁文光. 高温后钢管RPC动态力学性能及数值模拟研究[J]. 振动与冲击, 2017, 36(10): 159-167
GuoWeidong, Chen Wanxiang, Zhang Tao,Liang Wenguang. Test and numerical simulation of dynamic behavior of Reactive Powder Concrete-Filled Steel Tube after exposure to high temperatures[J]. Journal of Vibration and Shock, 2017, 36(10): 159-167

参考文献

[1] 谢建. 力和高温共同作用下钢管混凝土短柱力学性能分析[D]. 清华大学硕士论文,2008.
XieJian. Analysis on concrete filled steel tubular stub column under combined heating and loading [D]. Beijing: Stinghua University, 2008. (in Chinese)
[2] Tian Zhimin, Wu Ping’an, JiaJianwei. Dynamic response of RPC-filled steel tubular columns with high load carrying capacity under axial impact loading [J]. Transactions of Tianjin University, 2008, 14(6): 441-449.
[3] Bambach M R. Design of hollow and concrete filled steel and stainless steel tubular columns for transverse impact loads [J]. Thin-Walled Struct, 2011; 49(10):1251-1260.
[4] Remennikov A M, Kong S Y, Uy B. Response of foam and concrete-filled square steel tubes under low-velocity impact loading [J]. J Perform ConstrFacil ASCE, 2011, 25(5):373-381.
[5] Yousuf M, Uy B, Tao Z, Remennikov A, Liew JYR. Transverse impact resistance of hollow and concrete filled stainless steel columns [J]. J Constr Steel Res, 2013, 82:177-189.
[6] Lin-Hai Han, Chuan-ChuanHou, Xiao-Ling Zhao, Kim J.R. Rasmussen. Behaviour of high-strength concrete filled steel tubes under transverse impact loading [J]. Journal of Constructional Steel Research, 2014, 92(1):25-39.
[7] Wang R, Han L H, Hou C C. Behaviour of concrete filled steel tubular (CFST) members under lateral impact: experiment and FEA model [J]. J Constr Steel Res, 2013, 80(1):188-201.
[8] 何远明,霍静思,陈柏生.高温下钢管混凝土SHPB动态力学性能试验研究 [J]. 工程力学, 2013, 30(1): 52-58.
He yuanming, HuoJingsi, Chen Baisheng. Impact tests on dynamic behavior of concrete-filled steel tube at elevated temperatures [J]. Engineering Mechanics, 2013, 30(1):52-58.
[9] 霍静思,任晓虎,肖岩. 标准火灾作用下钢管混凝土短柱落锤动态冲击试验研究 [J]. 土木工程学报,2012,45(4):10-20.
HuoJingsi, RenXiaohu, Xiao Yan. Impact behavior of concrete-filled steel tubular stub columns under ISO-834 standard fire [J]. China Civil Engineering Journal, 2012, 45(4): 10-20.
[10] Lau A, Anson M. Effect of high temperature on high performance steel fiber reinforced concrete [J]. Cement Concrete Research, 2006, 36(9):1698-1707.
[11] Poo C S, Shui Z H, Lam L. compressive behavior of fiber reinforced high-performance concrete subjected to elevated temperature [J]. Cement Concrete Research, 2004, 34(12):2215-2222.
[12] Felicetti R, Gambarova P G, NataliSora M P. Mechanical behavior of HPC and UHPC in direct tension at high temperature and after cooling [A]//Proceedings of the 5th International RILEM Symposium on Fiber-Reinforced Concrete [C]. Lyon, France, 2000: 749-758.
[13] 王立闻,庞宝君,林敏,张凯,等. 活性粉末混凝土高温后冲击力学性能研究 [J]. 振动与冲击,2012,31(16):27-32.
Wang Li-wen,PangBao-jun, Lin Min, Zhang Kai, et al. Impact mechanical properties of reactive powder concrete after exposure in high temperature [J]. Journal of Vibration and Shock, 2012, 31(16):27-32.
[14] 霍静思,何远明,肖莉平,陈柏生. 高温后钢管混凝土抗多次冲击力学性能试验研究[J]. 湖南大学学报(自然科学版),2012,39(9):6-10.
Huo Jing-si, He Yuan-ming, Xiao Li-ping, Chen Bai-sheng. Experimantal study on the dynamic behavior of concrete-filled steel tube after exposure to high temperatures under multiple impact loadings [J]. Journal of Hunan University (Natural Sciances), 2012, 39(9): 6-10.
[15] Tian-Yi Song, Lin-Hai Han, Hong-Xia Yu. Concrete filled steel tube stub columns under combined temperature and loading [J]. Journal of Constructional Steel Research, 2010, 66:369-384.
[16] Huo Jingsi, Zeng Xiang, Xiao Yan. Cyclic behaviours of concrete-filled steel tubular columns with pre-load after exposure to fire [J]. Journal of Constructional Steel Research, 2011,67(4): 727-739.
[17] Huo Jingsi, Huang Guowang, Xiao Yan. Effects of sustained axial load and cooling phase on post-fire behaviour of concrete-filled tubular stub columns [J]. Journal of Constructional Steel Research, 2009, 65(8-9): 1664-1676.
[18] 钟善桐. 钢管混凝土结构(第三版)[M]. 清华大学出版社,2003.
ZhongShantong. The concrete-filled steel tubular structure (Third Edition) [M]. Tsinghua University, 2003.
[19] 林震宇,吴炎海,沈祖炎. 圆钢管活性粉末混凝土轴压力学性能研究 [J]. 建筑结构学报,2005,26(4):52-56.
Lin Zhenyu, Wu Yanhai, ShenZuyan. Research on behavior of RPC filled circular steel tube column subjected to axial compression [J]. Journal of Building Structures, 2005, 27(6): 21-27.
[20] 李志武,许金余,白二雷,高志刚. 高温后混凝土SHPB试验研究.[J]. 振动与冲击,2012,31(8):143-147.
Li Zhiwu, XuJinyu, BaiErlei, GaoZhigang. SHPB test for post-high-temperature concrete[J]. Journal of Vibration and Shock, 2012, 31(8):143-147.
[21] 李海艳,郑文忠,罗百福. 高温后RPC立方体抗压强度退化规律研究[J].哈尔滨工业大学学报,2012,44(4):17-23.
Li Hai-yan, Zheng Wen-zhong, LuoBai-fu. Experimental research on compressive strength degradation of reactive powder concrete after high temperature[J]. Journal of Harbin Institite of Tchnology, 2012, 44(4):17-23.
[22] Han LH, Yang H, Cheng SL. Residual strength of concrete filled RHS stub columns after exposure to high temperatures [J]. Advance in Structural Engineering, 2002, 5(2):123-134.
[23] Han LH, Huo JS, Wang YC. Compressive and flexural behaviour of concrete filled steel tubes after exposure to standard fire [J]. Journal of Constructional Steel Research 2005, 61(7):882-901.
[24] Yang H, Han LH, Wang YC. Effects of heating and loading histories on post fire cooling behaviour of concrete filled steel tubular columns [J]. Journal of Constructional Steel Research 2008, 64(5):556-570.
[25] 郑文忠,李海艳,王英. 高温后不同聚丙烯纤维参量活性粉末混凝土力学性能试验研究 [J]. 建筑结构学报,2012, 33(9):118-126.
ZhengWenzhong, Li Haiyan, Wang Ying. Mechanical properties of reactive powder concrete with different dosage of polypropylene fiber after high temperature [J]. Journal of Building Structures, 2012, 33(9):118-126.
[26] 吕雪源,王英,符程俊,郑文忠. 活性粉末混凝土基本力学性能指标取值 [J]. 哈尔滨工业大学学报,2014, 46(10):1-9.
Lu Xueyuan, Wang Ying, Fu Chengjun, ZhengWenzhong. Basic mechanicalpropertyindexes of reactive powder concrete [J]. Journal of Harbin Institute of Technology, 2014, 46(10):1-9.
[27] Ngo T, Mendis P, Gupta A, Ramsay J. Blast loading and blast effects on structure-an overview [J]. Elect J StructEng, 2007, 5(3):76-79.
[28] Jones N. Structural impact [M]. Cambridge, New York: Cambridge University Press; 1988.
[29] Comité Euro-International du Béton. Concrete structure under impact and impulsive loading [J]. CEB Bulletin. No.187, Lausanne Switzerland, 1988.
[30] J. B. Mander, M. N. J. Priestley and R. Park, Theoretical stress-strain model for confined concrete [J]. J. Struct. Eng., ASCE. 1998, 114(8):1804-1826.
[31] Q. Q. Liang, High strength circular concrete-filled steel tubular slender beam-columns, Part I: Numerical analysis [J]. J. Constr. Steel Res. 2011, 67(2):164-171.
[32] Q. Q. Liang and S. Fragomeni. Nonlinear analysis of circular concrete-filled steel tubular short columns under axial loading [J]. J. Constr. Steel Res. 2009, 65(12) :2186-2196.
[33] H. T. Hu, C. S. Huang, M. H. Wu and Y. M. Wu, Nonlinear analysis of axially loaded concrete-filled tube columns with confinement effect [J]. J. Struct. Eng., ASCE.2003, 129(10):1322-1329.
[34] 陈万祥,郭志昆,袁正如,蔡文利. 地震分析中的人工边界及其在LS-DYNA中的实现 [J]. 岩石力学与工程学报,2009, 28(z2):3504-3515.
Chen Wanxiang, GuoZhikun, Yuan Zhengru, CaiWenli. Artificial boundary for seismic analysis and its applications in LS-DYNA [J]. Chinese Journal of Rock Mechanics and Engineering, 2009, 28(z2): 3504-3515.
[35] Malvar L J,Crawford J E,Wesevich J W,et al. A plasticity concrete material model for DYNA3D [J]. International Journal of Impact Engineering,1997,19(9/10):847-873.

PDF(1701 KB)

Accesses

Citation

Detail

段落导航
相关文章

/