Influence of Concrete Material Ductility on the Behavior of Stud Shear Connection

S. Qian, V.C. Li, Y. Yong Kim (2004). "Influence of Concrete Material Ductility on the Behavior of Stud Shear Connection." In Proceedings of FraMCoS 5, Vail, Colorado, USA.

S. Qian, V.C. Li, Y. Yong Kim. "Influence of Concrete Material Ductility on the Behavior of Stud Shear Connection." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.

S. Qian, V.C. Li, Y. Yong Kim, "Influence of Concrete Material Ductility on the Behavior of Stud Shear Connection," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.

@inproceedings{s-qian2004,
  title     = {Influence of Concrete Material Ductility on the Behavior of Stud Shear Connection},
  author    = {S. Qian, V.C. Li, Y. Yong Kim},
  year      = {2004},
  booktitle = {Proceedings of FraMCoS 5},
  address   = {Vail, Colorado, USA},
}

TY  - CPAPER
TI  - Influence of Concrete Material Ductility on the Behavior of Stud Shear Connection
AU  - S. Qian
AU  - V.C. Li
AU  - Y. Yong Kim
PY  - 2004
T2  - Proceedings of FraMCoS 5
CY  - Vail, Colorado, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Influence_of_Concrete_Material_Ductility_on_the_Behavior_of_Stud_Shear_Connectio.pdf
AB  - This paper presents an experimental study on the influence of concrete material ductility on crucial performance of stud shear connection, including failure mode, slip capacity, and ultimate strength. A series of pushout specimens were tested for this evaluation by using a unique strain-hardening fiber reinforced Engineered Cementitious Composites (ECC). Normal concrete was adopted as the reference material. The experimental results show that the shear connection with ECC exhibits a more ductile failure mode, higher slip capacity and ultimate strength compared to connection with concrete. The superior ductility of ECC was clearly reflected by microcrack development near the shear studs, suppressing…
ER  -