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)

Chair1:Shiyu Yuan(Kobe university)
Chair2:Tomoki Kobashi(Chiba Institute of Technology)

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

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