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Author:

Jin, Liu (Jin, Liu.) | Song, Bo (Song, Bo.) | Du, Xiuli (Du, Xiuli.)

Indexed by:

EI

Abstract:

In order to propose a shear capacity calculation method for FRP-RC deep flexural members that can consider multiple factors and the size effect, a total of 316 experimental data on the shear capacity of FRP-RC deep flexural members were collected from much relevant literature at home and abroad. The gray correlation method was used to analyze the importance of relevant influencing factors (i. e., cross-sectional height, shear-span ratio, span-height ratio, reinforcement ratio, etc.) on the shear capacity of FRP-RC deep flexural members, and the influence of each factor on the shear capacity was quantitatively revealed. The results indicate that cross-sectional height, longitudinal reinforcement ratio, shear-span ratio, span-height ratio, and web reinforcement ratio are important factors for the shear capacity of FRP-RC deep flexural members. The correction factor of relevant influencing factors (i. e., cross-sectional height, shear-span ratio, span-height ratio, reinforcement ratio, etc.) and the safety factor of web reinforcement were proposed through the regression analysis. The calculation method of shear capacity of FRP-RC deep flexural members that can consider the influence of multiple factors was established. And the rationality and accuracy of the calculation formula were verified by comparing the calculated values with the experimental values. © 2023 Science Press. All rights reserved.

Keyword:

Factor analysis Regression analysis Reinforced concrete Correlation methods Safety factor Shear flow

Author Community:

  • [ 1 ] [Jin, Liu]The Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 2 ] [Song, Bo]The Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing; 100124, China
  • [ 3 ] [Du, Xiuli]The Key Laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing; 100124, China

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Source :

Journal of Building Structures

ISSN: 1000-6869

Year: 2023

Issue: 12

Volume: 44

Page: 170-182

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 4

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 6

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