Table 3 Design parameters of the collected load–deformation curves.
From: Research on Whole-Process Tensile Behavior of Headed Studs in Steel–Concrete Composite Structures
Source | Specimen number | hef (mm) | fcc (MPa) | ds (mm) | a (mm) | Ψc |
|---|---|---|---|---|---|---|
Hanenkamp (1985) | 2 | 195 | 27.3–31.3 | 22 | 6.5 | 0.80–1.00 |
Furche (1994) | 4 | 80 | 33.4 | 12 | 3.0 | 1.00 |
Zhao (1991) | 4 | 160 | 24.8–30.5 | 22 | 6.5 | 0.41–0.84 |
Bouska (1992) | 14 | 150–450 | 28.3–34.4 | 24–72 | 4.45–31.5 | 1.00 |
Furche (1994) | 5 | 80 | 30 | 12 | 0.5–4.0 | 1.00 |
Berger (2011) | 8 | 160–180 | 26.9–27.6 | 22 | 6.5 | 0.49–1.00 |
Grand total | 37 | 80–450 | 16.4–34.4 | 12–72 | 0.5–31.5 | 0.41–1.00 |