Dilatant Transverse Pull-Out Response of Hooked-End Steel Fiber from Concrete: Novel Test Method-Reference-Cited by-同舟云学术

Dilatant Transverse Pull-Out Response of Hooked-End Steel Fiber from Concrete: Novel Test Method

Published:2019-11 Issue:11 Volume:31 Page:04019272
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Zeranka Stephan¹,van Zijl Gideon P. A. G.²^ORCID

Affiliation:

1. Materials and Structures Laboratory Manager, Dept. of Civil Engineering, Stellenbosch Univ., Stellenbosch, Western Cape 7600, South Africa.

2. Professor of Structural Engineering, Dept. of Civil Engineering, Stellenbosch Univ., Stellenbosch, Western Cape 7600, South Africa (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0002930

Reference16 articles.

1. Arakawa T. and K. Ohno. 1957. “Shear tests of reinforced concrete beams by special type of loading.” [In Japanese.] Trans. Archit. Ins. Jpn. 57: 581–584. https://doi.org/10.3130/aijsaxx.57.1.0_581.

2. Bekaert. 2018. “Bekaert Dramix ® reference sheet: Park oceanographic.” Accessed January 12 2019. www.bekaert.com/building.

3. Numerical Study on Crack Dilatancy Part 2: Applications

4. Predicting the pullout response of inclined straight steel fibers

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