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.
引用
收藏
页码：196 / 206
页数：10
相关论文
共 49 条
  • [21] Naderi S, Tu W, Zhang M., Meso-scale modelling of compressive fracture in concrete with irregularly shaped aggregates, Cement and Concrete Research, 140, (2020)
  • [22] Song Z, Lu Y., Mesoscopic analysis of concrete under excessively high strain rate compression and implications on interpretation of test data, International Journal of Impact Engineering, 46, 6, pp. 41-55, (2012)
  • [23] Jin L, Wang T, Jiang X A, Et al., Size effect in shear failure of RC beams with stirrups: simulation and formulation, Engineering Structures, 199, (2019)
  • [24] Zhang H., Numerical simulation of dynamic shear failure of reinforced concrete beams, (2018)
  • [25] Wang X, Zhang S, Wang C, Et al., Experimental investigation of the size effect of layered roller compacted concrete(RCC)under high-strain-rate loading, Construction and Building Materials, 165, pp. 45-57, (2018)
  • [26] Snozzi L, Caballero A, Molinari J F., Influence of the meso-structure in dynamic fracture simulation of concrete under tensile loading, Cement & Concrete Research, 41, 11, pp. 1130-1142, (2011)
  • [27] Lee J, Fenves G L., Plastic-damage model for cyclic loading of concrete structures, ASCE Journal of Engineering Mechanics, 124, 8, pp. 892-900, (1998)
  • [28] Rasoolinejad M, Donmez A A, Bazant Z P., Fracture and size effect suppression by mesh reinforcement of concrete and justification of empirical shrinkage and temperature reinforcement in design codes, Journal of Engineering Mechanics, 146, 10, (2020)
  • [29] Bischoff P H, Perry S H., Compressive behavior of concrete at high strain rates, Materials and Structures, 24, 6, pp. 425-450, (1991)
  • [30] Hao Y, Hao H, Li Z X., Influence of end friction confinement on impact tests of concrete material at high strain rate, International Journal of Impact Engineering, 60, 60, pp. 82-106, (2013)
12345