The Efficiency of the Ordinary Polypropylene Fiber in Producing One-part Alkali-Activated Slag Composites with Strain-Hardening Behavior-Reference-Cited by-同舟云学术

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The Efficiency of the Ordinary Polypropylene Fiber in Producing One-part Alkali-Activated Slag Composites with Strain-Hardening Behavior

Published:2023-09-08 Issue:9 Volume:21 Page:695-718
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Bahrami Allahverdi¹,Behfarnia Kiachehr¹,Soltanabadi Reza¹

Affiliation:

1. Department of Civil Engineering, Isfahan University of Technology, Isfahan 84156-83111, Iran.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/21/9/21_695/_pdf

Reference53 articles.

1. 1) ACI, (2016). “Report on indirect method to obtain stress-strain response of fiber-reinforced concrete (FRC) (ACI committee report ACI 544.8R-16).” Farmington Hills, Michigan: American Concrete Institute.

2. 2) ASTM, (2002). “Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression (ASTM C469/C469M-02).” West Conshohocken, Pennsylvania: ASTM International.

3. 3) ASTM, (2007). “Standard test method for flexural performance of fiber-reinforced concrete using beam with third-point loading (ASTM C1609/C1609M).” West Conshohocken, Pennsylvania: ASTM International.

4. 4) ASTM, (2015). “Standard test method for flow of hydraulic cement mortar (ASTM C1437-15).” West Conshohocken, Pennsylvania: ASTM International.

5. 5) ASTM, (2016). “Standard test method for compressive strength of cylindrical concrete specimens (ASTM C39/C39M-16).” West Conshohocken, Pennsylvania: ASTM International.

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