Subject Areas : Structural Engineering in Energy-Efficient Buildings

Maede Davami ¹ , علیرضا میرزا گل تبار روشن ² , Hamidreza Tavakoli ³

1 -
2 - دانشگاه صنعتی نوشیروان بابل، دانشکده مهندسی عمران
3 - Babol Noshirvani University of Technology

Received: 2025-10-25 Accepted : 2025-11-13 Published : 2025-11-15

Keywords:

References:

[1] Johnson, R. P. (2011). Composite Structures of Steel and Concrete (4th ed.). Wiley-Blackwell.
[2] Ollgaard, J. G., Slutter, R. G., and Fisher, J. W. (1971). “Shear strength of stud connectors in lightweight and normal-weight concrete.” AISC Engineering Journal, 8(2), 55–64.
[3] Kim, S., Jeong, Y., and Choi, B. (2015). “Experimental study on Y-type shear connectors in steel–concrete composite structures.” Engineering Structures, 90, 50–60.
[4] Hu, S., Zhao, X., and Chen, Z. (2018). “Finite element analysis of novel shear connectors under static shear load.” Journal of Constructional Steel Research, 144, 180–191.
[5] Xu, M., and Chen, A. (2020). “Effect of connector geometry on shear transfer and slip capacity.” Thin-Walled Structures, 157, 107–125.
[6] Chen, Y., Li, H., and Fang, Q. (2021). “Behavior of shear connectors in high-strength concrete composite beams.” Structures, 33, 415–428.
[7] Valente, I., and Cruz, P. (2004). “Experimental analysis of perfobond and stud connectors in composite beams.” Journal of Constructional Steel Research, 60(3–5), 465–479.
[8] Zhao, X., Oehlers, D. J., and Bradford, M. A. (2004). “Shear connectors and composite beams subjected to elevated temperatures.” Journal of Constructional Steel Research, 60(8), 1313–1331.
[9] Oehlers, D. J., and Bradford, M. A. (1999). Composite Steel and Concrete Structural Members. Elsevier.
[10] Nie, J., Fan, J., and Cai, C. S. (2008). “Experimental study of stud shear connectors in steel–concrete composite bridge girders.” Journal of Bridge Engineering, 13(6), 623–634.
[11] Xue, W., Zhang, J., and Lu, Y. (2022). “Numerical modeling of Y-shaped shear connectors using ABAQUS.” Engineering Structures, 257, 114045.