Simulations of size effect on dynamic shear failure of BFRP-reinforced concrete deep beam

被引：0
|
作者：
Jin L. [1 ]
Lei Y.-S. [1 ]
Du X.-L. [1 ]
机构：
[1] The Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing
来源：
Zhendong Gongcheng Xuebao/Journal of Vibration Engineering | 2023年 / 36卷 / 01期
关键词：
BFRP-reinforced concrete deep beam; meso-scale simulation; shear failure; size effect; stirrup ratio; strain rate;
D O I：
10.16385/j.cnki.issn.1004-4523.2023.01.021
中图分类号：
学科分类号：
摘要：
In order to investigate the dynamic shear failure mechanism and size effect law of deep concrete beams with Basalt Fiber Reinforced Polymer (BFRP) bars, a three-dimensional meso-scale numerical model of BFRP reinforced concrete deep beams was established considering concrete heterogeneity, concrete /BFRP reinforcement interaction, and strain rate effect of concrete and BFRP bars in material level. Firstly, the rationality and accuracy of the numerical simulation method are verified by the existing experimental data. Then, the shear failure modes and failure mechanisms of the geometrical-similar BFRP-reinforced concrete deep beams with different sizes under different strain rates were studied by the numerical simulation method. The influence of beam depth, stirrup ratio and strain rate on the shear failure of BFRP-reinforced concrete deep beams and the corresponding size effect law were analyzed. The results indicate that: The failure modes of beams under dynamic loading are different from those under static loading, but they all show size effect; Both the strain rate and the stirrup rate can effectively improve the bearing capacity of the beam and weaken the shear size effect, but the effect of strain rate is significantly greater than that of stirrup rate. © 2023 Nanjing University of Aeronautics an Astronautics. All rights reserved.
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页码：196 / 206
页数：10
相关论文
共 49 条
  • [1] Building code requirements for structural concrete: ACI 318—19, (2019)
  • [2] Abed F, EL-Chabib H, AI Hamaydeh M., Shear characteristics of GFRP-reinforced concrete deep beams without web reinforcement, Journal of Reinforced Plastics and Composites, 31, 16, pp. 1063-1073, (2012)
  • [3] Ye L P, Feng P., Applications and development of fiber-reinforced polymer in engineering structures, China Civil Engineering Journal, 39, 3, pp. 24-36, (2006)
  • [4] Zhou Y, Liu S, Feng J, Et al., Improved finite difference analysis of dynamic responses of concrete members reinforced with FRP bars under explosion, Composite Structures, 230, (2019)
  • [5] Carta G, Stochino F., Theoretical models to predict the flexural failure of reinforced concrete beams under blast loads, Engineering Structures, 49, pp. 306-315, (2013)
  • [6] Zhu L, Sun B, Hu H, Et al., Constitutive equations of basalt filament tows under quasi-static and high strain rate tension, Materials Science & Engineering A, 527, pp. 3245-3252, (2010)
  • [7] Jin L, Yu W, Du X, Et al., Dynamic size effect of concrete under tension: a numerical study, International Journal of Impact Engineering, 132, (2019)
  • [8] Syroka-Korol E, Tejchman J., Experimental investigations of size effect in reinforced concrete beams failing by shear, Engineering Structures, 58, pp. 63-78, (2014)
  • [9] Zhang N, Tan K H., Size effect in RC deep beams: experimental investigation and STM verification, Engineering Structures, 29, 12, pp. 3241-3254, (2007)
  • [10] Birrcher D B, Tuchscherer R G, Huizinga M, Et al., Depth effect in deep beams, ACI Structural Journal, 111, pp. 731-740, (2014)
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