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Author:

Jiao, C.-Y. (Jiao, C.-Y..) | Liu, Y. (Liu, Y..) | Shi, X.-P. (Shi, X.-P..) | Long, P.-H. (Long, P.-H..) | Wu, Y.-F. (Wu, Y.-F..)

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Scopus

Abstract:

Based on the quasi-static test data of 22 RC cylindrical piers, the calculation accuracy of the equivalent plastic hinge lengths in piers of the sharp-radius curved bridge under compression-bending-shear-torsion coupling is examined, and with the torsion-bending ratio as the primary influential factor, a linear regression fitting formula is proposed. The proposed fitting formula and the calculation formulas given in different specifications are evaluated, against the test results, and afterwards, the fitting formula is modified. The results demonstrate that the torsional effect will affect the equivalent plastic hinge lengths of the pier. Given that the proposed fitting formula takes into account the impact of torsional effect, the calculation results of the equivalent plastic hinge lengths under the coupling effect are of high accuracy and guarantee rate. The formulas given in the specifications do not count the torsional effect, the calculation results of the equivalent plastic hinge lengths are highly discrete, which will lead to insufficient design safety margin. The proposed formula is proved more effective in calculating the equivalent plastic hinge lengths in piers under compression-bending-shear-torsion effect. © 2022, Journal Press, China Railway Bridge Science Research Institute, Ltd. All right reserved.

Keyword:

Linear regression fitting formula Pier Quasi-static test Compression-bending-shear-torsion coupling Curved bridge Guarantee rate Equivalent plastic hinge length

Author Community:

  • [ 1 ] [Jiao C.-Y.]Engineering Structure and New Materials Research Center of Beijing Higher Education Institutions at Beijing University of Civil Engineering and Architecture, Beijing, 100044, China
  • [ 2 ] [Liu Y.]Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Shi X.-P.]Hebei Daoqiao Engineering Testing Co., Ltd., Shijiazhuang, 050018, China
  • [ 4 ] [Long P.-H.]Engineering Structure and New Materials Research Center of Beijing Higher Education Institutions at Beijing University of Civil Engineering and Architecture, Beijing, 100044, China
  • [ 5 ] [Wu Y.-F.]Engineering Structure and New Materials Research Center of Beijing Higher Education Institutions at Beijing University of Civil Engineering and Architecture, Beijing, 100044, China

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Source :

Bridge Construction

ISSN: 1003-4722

Year: 2022

Issue: 5

Volume: 52

Page: 44-51

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 10

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