Study on the Hysteresis Model of Textile Reinforced Concrete-Strengthened RC Columns

被引：0
|
作者：
Li Y. [1 ,2 ]
Yin S. [1 ,2 ]
Liu M. [2 ]
Ye T. [2 ]
机构：
[1] State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining and Technology, Xuzhou
[2] Jiangsu Key Laboratory of Environmental Impact and Structural Safety in Engineering, School of Mechanics & Civil Engineering, China University of Mining and Technology, Xuzhou
来源：
Yingyong Jichu yu Gongcheng Kexue Xuebao/Journal of Basic Science and Engineering | 2019年 / 27卷 / 04期
关键词：
Low cyclic; Reinforced concrete (RC) column; Restoring force model; Textile reinforced concrete (TRC);
D O I：
10.16058/j.issn.1005-0930.2019.04.014
中图分类号：
学科分类号：
摘要：
To study the hysteresis model of reinforced concrete (RC) columns strengthened by textile reinforced concrete (TRC), eleven RC columns were designed and ten of them were strengthened with TRC, and then all of them were carried on the low cyclic loading test.According to the experimental results, the degradation three linear skeleton curve model is suitable with considering the factors of textile layers (N) and axial compression ratio (n0).The skeleton curve model of RC column strengthened with TRC was established though calculating parameters of skeleton curve with the method of linear regression using the Origin software.Then based on the skeleton curve model, the hysteresis model of RC columns was obtained by simplifying the hysteresis rules.The results shows that the proposed hysteresis model could better reflect the hysteretic behavior of TRC-strengthened columns.In addition, this would provide the theoretical basis for the seismic response analysis and seismic reliability evaluation of TRC-strengthened RC structures, which is of great significance to the engineering application for TRC. © 2019, The Editorial Board of Journal of Basic Science and Engineering. All right reserved.
引用
收藏
页码：854 / 867
页数：13
相关论文
共 18 条
  • [1] Yin S., Sheng J., Jia S., Experimental study on fatigue failure of RC beam reinforced with textile reinforced concrete, Journal of Building Structures, 36, 4, pp. 86-92, (2015)
  • [2] Xu S., Yin S., Cai X., Investigation on the flexural behavior of reinforced concrete beam strengthened with textile-reinforced concrete, China Civil Engineering Journal, 44, 4, pp. 23-34, (2011)
  • [3] Bruckner A., Ortlepp R., Curbach M., Textile reinforced concrete for strengthening in bending and shear, Materials and Structures, 39, 8, pp. 741-748, (2006)
  • [4] Xu S., Yin S., Investigation on the bearing capacity of the normal section of RC flexural component strengthened with textile-reinforced concrete, China Civil Engineering Journal, 45, 1, pp. 1-7, (2012)
  • [5] Yin S., Sheng J., Jia S., Et al., Experimental study on bending fatigue damage and strain development of RC beam strengthened with TRC, Engineering Mechanics, pp. 142-148, (2015)
  • [6] Xue Y., Liu D., Huang H., Et al., Experimental study on eccentric compression short columns strengthened by textile-reinforced concrete on side, Engineering Mechanics, 3, pp. 228-236, (2014)
  • [7] Li Y., Yin S., Peng C., Axial capacity of RC columns strengthened with textile-reinforced concrete under freeze-thaw cycles, Journal of Basic Science and Engineering, 25, 3, pp. 535-545, (2017)
  • [8] Bournas D.A., Triantafillou T.C., Zygouris K., Et al., Textile-reinforced mortar versus FRP jacketing in seismic retrofitting of RC columns with continuous or lap-spliced deformed bars, Journal of Composites for Construction, 13, 5, pp. 360-371, (2009)
  • [9] Ludovico M.D., Prota A., Manfredi G., Structural upgrade using basalt fibers for concrete confinement, Journal of Composites for Construction, 14, 5, pp. 541-553, (2010)
  • [10] Al-Salloum Y.A., Siddiquin A., Elsanadedy H.M., Et al., Textile-reinforced mortar versus FRP as strengthening material for seismically deficient RC beam-column joints, Journal of Composites for Construction, 15, 6, pp. 920-933, (2011)
12