Case Studies
Aug 9, 2021

Effect of Adhesive through Pilot Pull-Out Tests on Handcrafted Headed Studs Postinstalled in Steel Fiber Concrete

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Publication: Practice Periodical on Structural Design and Construction
Volume 26, Issue 4

Abstract

This study proposes a practical solution for installing anchoring elements on hard or old concrete surfaces to receive tensile forces. For this situation, where the anchorages will be postinstalled, there is often no depth in the concrete base that meets the minimum straight length of standard anchoring. Thus, the use of headed studs or hooked anchor bolts are the most recommended solutions, but the procedure for installing these elements is still the subject of experimental investigations. Then, the technique of postinstallation of headed studs in hardened concrete niches and the use of structural epoxy resin in the new-old concrete interface is presented. Additionally, the influence of the addition of steel fiber on the anchorage studs performance was also evaluated.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors thank the Institute of Ecological Research in the Amazon (IPEAM) for their support in the development of this study and other research in the Amazon.

References

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Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 26Issue 4November 2021

History

Received: Oct 16, 2020
Accepted: May 21, 2021
Published online: Aug 9, 2021
Published in print: Nov 1, 2021
Discussion open until: Jan 9, 2022

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Authors

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Aaron Kadima Lukanu Lwa Nzambi, S.M.ASCE https://orcid.org/0000-0002-6876-271X [email protected]
Ph.D. Student, Dept. of Civil Engineering, Federal Univ. of Pará, 01 Augusto Corrêa St., Campus Universitário do Guamá, CEP 66075-110, Pará, Brazil (corresponding author). ORCID: https://orcid.org/0000-0002-6876-271X. Email: [email protected]
Jeandry Bule Ntuku [email protected]
Master’s Student, Dept. of Civil Engineering, Federal Univ. of Pará, 01 Augusto Corrêa St., Campus Universitário do Guamá, CEP 66075-110, Pará, Brazil. Email: [email protected]
Dênio Ramam Carvalho de Oliveira, Dr.Eng. https://orcid.org/0000-0001-8254-4551 [email protected]
Associate Professor, Dept. of Civil Engineering, Federal Univ. of Pará, 01 Augusto Corrêa St., Campus Universitário do Guamá, CEP 66075-110, Belém/Pará, Brazil. ORCID: https://orcid.org/0000-0001-8254-4551. Email: [email protected]

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Cited by

  • Effect of Headed Stud Thickness Embedded in Steel Fiber Concrete on Pull-Out Strength, Practice Periodical on Structural Design and Construction, 10.1061/PPSCFX.SCENG-1435, 29, 2, (2024).
  • Effect of the Failure Surface Inclination of Punching with Studs as Shear Reinforcement, Practice Periodical on Structural Design and Construction, 10.1061/PPSCFX.SCENG-1199, 28, 2, (2023).
  • Adhesive properties of an epoxy resin bonding agent modified with waste granite powder, Journal of Coatings Technology and Research, 10.1007/s11998-022-00620-2, 19, 5, (1303-1316), (2022).

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