Version 1
: Received: 26 December 2023 / Approved: 27 December 2023 / Online: 27 December 2023 (10:09:07 CET)
How to cite:
Zamaliev, F.; Tamrazyan, A. Shear Stud Bonds in a Contact Joint of Steel-Concrete Beams. Preprints2023, 2023122029. https://doi.org/10.20944/preprints202312.2029.v1
Zamaliev, F.; Tamrazyan, A. Shear Stud Bonds in a Contact Joint of Steel-Concrete Beams. Preprints 2023, 2023122029. https://doi.org/10.20944/preprints202312.2029.v1
Zamaliev, F.; Tamrazyan, A. Shear Stud Bonds in a Contact Joint of Steel-Concrete Beams. Preprints2023, 2023122029. https://doi.org/10.20944/preprints202312.2029.v1
APA Style
Zamaliev, F., & Tamrazyan, A. (2023). Shear Stud Bonds in a Contact Joint of Steel-Concrete Beams. Preprints. https://doi.org/10.20944/preprints202312.2029.v1
Chicago/Turabian Style
Zamaliev, F. and Ashot Tamrazyan. 2023 "Shear Stud Bonds in a Contact Joint of Steel-Concrete Beams" Preprints. https://doi.org/10.20944/preprints202312.2029.v1
Abstract
The research object was the stress-strain state of shear stud bonds in the contact joint of steel-concrete beams. The work diagrams for three types of anchors are given. Based on the analysis of numerical and full-scale experiments, analytical dependencies are proposed that reflect the actual operation of anchor ties. Comparisons of the calculation results by analytical formulas and comparisons with numerical and full-scale experiment data are given. Numerical studies have revealed the pattern of the stress-strain state of the contact joint, the stages of development of cracks in the concrete flange, and the sequence of development of deformations in anchor ties. It was revealed that vertical shear studs bonds have an increased bearing capacity, although displacements are 1.5-2 times greater than those of loop-shaped anchor ties.
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
