Effect of shear span-to-depth ratio on mechanical performance and cracking behavior of high strength steel fiber-reinforced concrete beams without conventional reinforcement-Reference-Cited by-同舟云学术

Effect of shear span-to-depth ratio on mechanical performance and cracking behavior of high strength steel fiber-reinforced concrete beams without conventional reinforcement

Published:2019-01-18 Issue:21 Volume:27 Page:1849-1864
ISSN:1537-6494
Container-title:Mechanics of Advanced Materials and Structures
language:en
Short-container-title:Mechanics of Advanced Materials and Structures

Author:

Sanal Irem¹^ORCID

Affiliation:

1. Department of Civil Engineering, Bahcesehir University, Istanbul, Turkey

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,General Mathematics,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15376494.2018.1527963

Reference36 articles.

1. E. Mondo, “Shear capacity of steel fibre reinforced concrete beams without conventional shear reinforcement,” M.Sc. thesis, Royal Institute of Technology (KTH), Stockholm, Sweden, 2011.

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