Effect of Headed Stud Thickness Embedded in Steel Fiber Concrete on Pull-Out Strength-Reference-Cited by-同舟云学术

Effect of Headed Stud Thickness Embedded in Steel Fiber Concrete on Pull-Out Strength

Published:2024-05 Issue:2 Volume:29 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Nzambi Aaron Kadima Lukanu Lwa¹^ORCID,de Oliveira Dênio Ramam Carvalho²,Moraes Heber Dioney Sousa³

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Federal Univ. of Pará, 01 Augusto Corrêa St., Campus Universitário do Guamá, Belém, PA 66075-110, Brazil (corresponding author). ORCID: .

2. Professor, Dept. of Civil Engineering, Federal Univ. of Pará, 01 Augusto Corrêa St., Campus Universitário do Guamá, Belém, PA 66075-110, Brazil.

3. Master’s Student, Dept. of Civil Engineering, Federal Univ. of Pará, 01 Augusto Corrêa St., Campus Universitário do Guamá, Belém, PA 66075-110, Brazil.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/PPSCFX.SCENG-1435

Reference24 articles.

1. Fracture Mechanics Model of Anchor Group Breakout

2. Bode, H., and K. Roik. 1987. Head studs—Embedded in concrete and loaded in tension: Anchorage to concrete. Detroit: American Concrete Institute.

3. Comité Euro-International, du Béton. 1996. CEB bulletin d’information 233: Design of fastenings in concrete—Design guide—Parts 1–3. London: Thomas Telford.

4. Pullout behavior of cast-in-place headed and bonded anchors with different embedment depths

5. Anchorage capacity in concrete of headed reinforcement with shallow embedments;De Vries R. A.;ACI Struct. J.,1999

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