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作者:

Jin, L. (Jin, L..) (学者:金浏) | Su, X. (Su, X..) | Xu, H. (Xu, H..) | Li, D. (Li, D..) (学者:李冬) | Du, X. (Du, X..)

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Scopus

摘要:

A 3D meso-scale simulation model was developed to study the failure behavior of reinforced concrete (RC) beams, in which the concrete heterogeneities and the nonlinear concrete-steel interaction were taken into account. The developed meso-scale simulation method was then validated by comparing the simulation results with the available tests for RC cantilever beams. In addition, the effects of stirrups ratio, shear-span ratio and loading mode on the size effect in shear strength of RC beams with a maximum depth of 2 000 mm were explored. The simulation results indicate that: 1) The shear strength of beams without web reinforcement presents obvious size effect, and the influence coefficient of section height proposed by Chinese Code for design of concrete structures cannot fully reflect the size effect of RC beams; 2) The web reinforcements can inhibit size effect on the shear strength of RC beams, and the size effect on shear strength of beams gradually weakens with the increase of stirrups ratio; 3) As the shear-span ratio increases, the shear capacity of the beam decreases, and the size effect becomes to be weakened; 4) Compared with monotonic loading, cyclic loading leads to the low-cyclic fatigue failure of RC beams, and thus it makes the size effect in shear strength more prominent. © 2019, Editorial Department of JCEE. All right reserved.

关键词:

3D meso-scale simulation model; Loading mode; Reinforced concrete beam; Shear failure; Shear-span ratio; Size effect; Web reinforcement

作者机构:

  • [ 1 ] [Jin, L.]The Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Su, X.]The Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Xu, H.]China Three Gorges New Energy Company., Ltd, Beijing, 100053, China
  • [ 4 ] [Li, D.]The Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 5 ] [Li, D.]Department of Civil Engineering, Tsinghua University, Beijing, 100084, China
  • [ 6 ] [Du, X.]The Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing, 100124, China

通讯作者信息:

  • [Du, X.]The Key Laboratory of Urban Security and Disaster Engineering, Beijing University of TechnologyChina

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来源 :

Journal of Civil and Environmental Engineering

ISSN: 2096-6717

年份: 2019

期: 1

卷: 41

页码: 80-88

被引次数:

WoS核心集被引频次: 0

SCOPUS被引频次: 4

ESI高被引论文在榜: 0 展开所有

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