Fracture and Structural Integrity e-ISSN 1971-8993 Open access
SI: Steels and Composites for Engineering Structures Vol. 16, No. 59 (2022)

The influences of the number of concrete dowels to shear resistance based on push out tests

Author and affiliation details
  • Anh-Tuan Vu Department of Steel and Timber Structures, Faculty of Building and Industrial Construction, Hanoi University of Civil Engineering ORCID iD0000-0002-0524-7024
  • Ngoc-Duc Han Department of Steel and Timber Structures, Faculty of Building and Industrial Construction, Hanoi University of Civil Engineering
  • Kien Nguyen Corresponding author Department of Steel and Timber Structures, Faculty of Building and Industrial Construction, Hanoi University of Civil Engineering, 55 Giai Phong road, Hanoi, Vietnam kiennt3@nuce.edu.vn
  • Dinh-Hoa Nguyen Department of Steel and Timber Structures, Faculty of Building and Industrial Construction, Hanoi University of Civil Engineering
DOI
10.3221/IGF-ESIS.59.19
Pages
254-264
Published
Licence
CC BY 4.0
Published inVol. 16, No. 59 (2022)Go to the issue

Abstract

To reduce the depth of floor-beam structures and to save the cost of headed-shear studs, many types of shallow composite beam have been developed during the last few years. Among them, the shallow-hollow steel beam consists of web openings, infilled with in-situ concrete (named concrete dowel) has been increasingly focused recently. In this new kind of structure, this concrete dowel plays an important role as the principal shear connector. This article presents an investigation on the shear transferring mechanism and failure behavior of the trapezoid shape concrete dowel. An experimental campaign of static push-out tests has been conducted with variability in the number of web openings (WOs). The results indicate that the mechanical behavior of concrete dowel could be divided into crushing, compression, and tension zones and exhibits brittle behavior. The longitudinal shear resistance and specimen's stiffness are strongly affected by the number of considered WOs

Keywords

Article history

  1. ReceivedUntil the next stage: 69 days
  2. AcceptedUntil the next stage: 57 days
  3. Published

How to cite

APA

Vu, A.-T., Han, N.-D., Nguyen, K., & Nguyen, D.-H. (2021). The influences of the number of concrete dowels to shear resistance based on push out tests. Fracture and Structural Integrity, 16(59), 254–264. https://doi.org/10.3221/IGF-ESIS.59.19

IEEE

A.-T. Vu, N.-D. Han, K. Nguyen, and D.-H. Nguyen, “The influences of the number of concrete dowels to shear resistance based on push out tests,” Fracture and Structural Integrity, vol. 16, no. 59, pp. 254–264, 2021, doi: 10.3221/IGF-ESIS.59.19.

MLA

Vu, Anh-Tuan, et al. “The influences of the number of concrete dowels to shear resistance based on push out tests.” Fracture and Structural Integrity, vol. 16, no. 59, 2021, pp. 254–264. https://doi.org/10.3221/IGF-ESIS.59.19.

Chicago

Vu, Anh-Tuan, Ngoc-Duc Han, Kien Nguyen, and Dinh-Hoa Nguyen. 2021. “The influences of the number of concrete dowels to shear resistance based on push out tests.” Fracture and Structural Integrity 16 (59): 254–264. https://doi.org/10.3221/IGF-ESIS.59.19.

Harvard

Vu, A.T., Han, N.D., Nguyen, K. and Nguyen, D.H. (2021) ‘The influences of the number of concrete dowels to shear resistance based on push out tests’, Fracture and Structural Integrity, 16(59), pp. 254–264. doi: 10.3221/IGF-ESIS.59.19.

Vancouver

Vu AT, Han ND, Nguyen K, Nguyen DH. The influences of the number of concrete dowels to shear resistance based on push out tests. Fracture and Structural Integrity. 2021;16(59):254-264. doi:10.3221/IGF-ESIS.59.19

BibTeX

@article{vu2021, author = {Vu, Anh-Tuan and Han, Ngoc-Duc and Nguyen, Kien and Nguyen, Dinh-Hoa}, title = {The influences of the number of concrete dowels to shear resistance based on push out tests}, journal = {Fracture and Structural Integrity}, year = {2021}, volume = {16}, number = {59}, pages = {254--264}, doi = {10.3221/IGF-ESIS.59.19}, url = {https://doi.org/10.3221/IGF-ESIS.59.19}, issn = {1971-8993} }

RIS

TY - JOUR AU - Vu, Anh-Tuan AU - Han, Ngoc-Duc AU - Nguyen, Kien AU - Nguyen, Dinh-Hoa TI - The influences of the number of concrete dowels to shear resistance based on push out tests JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2021 DA - 2021/12/22 VL - 16 IS - 59 SP - 254 EP - 264 DO - 10.3221/IGF-ESIS.59.19 UR - https://doi.org/10.3221/IGF-ESIS.59.19 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2021 Anh-Tuan Vu, Ngoc-Duc Han, Kien Nguyen, Dinh-Hoa Nguyen.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

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