Journal Article

Contribution of Closed Ties to Shear Strength of GFRP-Reinforced Precast Concrete Tunnel Lining Segments: Experimental and Analytical Study

  • Elbady A
  • Mousa S
  • Mohamed H
  • et al.
Journal of Composites for Construction (2024) 28(3)
DOI: 10.1061/jccof2.cceng-4361
5Citations
Citations of this article
4Readers
Mendeley users who have this article in their library.
Get full text

Abstract

AbstractCurrent tunnel design provisions do not consider the shear resistance of transverse reinforcement in precast concrete tunnel lining (PCTL) segments. Such reinforcement is often designed as ...

Cite

CITATION STYLE

APA

Elbady, A., Mousa, S., Mohamed, H. M., & Benmokrane, B. (2024). Contribution of Closed Ties to Shear Strength of GFRP-Reinforced Precast Concrete Tunnel Lining Segments: Experimental and Analytical Study. Journal of Composites for Construction, 28(3). https://doi.org/10.1061/jccof2.cceng-4361

Register to see more suggestions

Mendeley helps you to discover research relevant for your work.

Already have an account?

Save time finding and organizing research with Mendeley

Sign up for free