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author:

Zhuo, Weidong (Zhuo, Weidong.) [1] (Scholars:卓卫东) | Li, Changchun (Li, Changchun.) [2] | Sun, Zuoxuan (Sun, Zuoxuan.) [3] | Xiao, Zerong (Xiao, Zerong.) [4] | Lin, Zhitao (Lin, Zhitao.) [5] | Huang, Xinyi (Huang, Xinyi.) [6] (Scholars:黄新艺)

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EI PKU CSCD

Abstract:

In order to investigate the static performances of segmental prefabricated large-cantilevered PC cap beams with different epoxy joints under the combined action of bending and shear internal forcesan integral precast large-cantilevered PC cap beam model and 3 segmental prefabricated large-cantilevered PC cap beam models with large key teethsmall key teeth and corbel joints respectivelythe scale of each model is 15were designed and manufactured based on a practical engineering. The full-process static loading tests of the four models were conductedand the key results such as cracking loadsultimate load capacitiesdistributions of concrete strainsdeflectionsand maximum crack widths of the cap beams were obtained. The test results show that the crack distributions of the segmental prefabricated models are basically the same as that of the integral prefabricated modeland cracks in the cap beams of all test models are sparse and wide during failurethe failure modes of all test models are flexural failurethe cracking load of the cap beam model with large key teeth or corbel joint is the same as that of the integral cap beam modelwhile the cracking load of the cap beam model with small key teeth joint is only 81% of that of the integral cap beam modelthe ultimate bearing capacities of the cap beam models with different epoxy joints are significantly lower than that of the integral cap beam modelamong segmental precast modelsthe ultimate bearing capacity of the cap beam model with corbel joint is the largestwhich is about 84% of that of the integral cap beam model in terms of ultimate deformation capacity the ultimate displacement of the cap beam model with corbel joint reaches 75% of that of the integral cap beam modelwhile the ultimate displacement of the model with large or small key teeth joint is lower than 50% of the integral cap beam model. From the test results of static performances and construction performancethe corbel joint is a more reasonable epoxy joint recommended for segmental prefabricated large-cantilevered PC cap beams. © 2022 Science Press. All rights reserved.

Keyword:

Bearing capacity Concrete beams and girders Loads (forces) Precast concrete Prestressed concrete

Community:

  • [ 1 ] [Zhuo, Weidong]College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 2 ] [Li, Changchun]College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 3 ] [Sun, Zuoxuan]College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China
  • [ 4 ] [Xiao, Zerong]Fuzhou Planning & Design Research Institute Group Co. Ltd., Fuzhou; 350108, China
  • [ 5 ] [Lin, Zhitao]Fuzhou Planning & Design Research Institute Group Co. Ltd., Fuzhou; 350108, China
  • [ 6 ] [Huang, Xinyi]College of Civil Engineering, Fuzhou University, Fuzhou; 350108, China

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Source :

Journal of Tongji University

ISSN: 0253-374X

CN: 31-1267/N

Year: 2022

Issue: 12

Volume: 50

Page: 1752-1760

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 3

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 2

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