Analysis of Shear Stress Based on Effective Depth in Steel Fiber Reinforced Concrete Beams without Stirrups

Presentation information

Oral

(E) Design and Technology of Building Structures

Wed. Sep 11, 2024 3:30 PM - 5:00 PM Oral2 (East1-E121)

3:30 PM - 3:45 PM

*Gyeongsu Oh¹, Chang-Sik Choi¹, Yujin Jung¹ (1. Hanyang university (Korea))

Keywords:hooked-end steel fiber, steel fiber-reinforced concrete, shear strength

Abstract password authentication.
Password is required to view the abstract. Please enter a password to authenticate.