Effect of Single and Hybrid Fibers on Mechanical Properties of High-Strength Self-Compacting Concrete Incorporating 100% Waste Aggregate-Reference-Cited by-同舟云学术

Effect of Single and Hybrid Fibers on Mechanical Properties of High-Strength Self-Compacting Concrete Incorporating 100% Waste Aggregate

Published:2023-01 Issue:1 Volume:35 Page:
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Zamani Amir A.¹,Ahmadi Masoud²^ORCID,Dalvand Ahmad³^ORCID,Aslani Farhad⁴

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Lorestan Univ., Khorramabad 68151-44316, Iran.

2. Assistant Professor, Dept. of Civil Engineering, Ayatollah Boroujerdi Univ., Boroujerd 69199-69737, Iran (corresponding author). ORCID: .

3. Associate Professor, Dept. of Civil Engineering, Lorestan Univ., Khorramabad 68151-46316, Iran. ORCID: .

4. Associate Professor, Materials and Structures Innovation Group, School of Engineering, Univ. of Western Australia, Crawley, WA 6009, Australia; Associate Professor, School of Engineering, Edith Cowan Univ., Joondalup, WA 6027, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0004528

Reference59 articles.

1. Durability studies on fibre reinforced self compacting concrete with sustainable wastes

2. Durability of the Reinforced One-Part Alkali-Activated Slag Mortars with Different Fibers

3. The influence of expansive cement on the mechanical, physical, and microstructural properties of hybrid-fiber-reinforced concrete

4. New empirical approach for determining nominal shear capacity of steel fiber reinforced concrete beams

5. Self-compacting concrete incorporating steel and polypropylene fibers: Compressive and tensile strengths, moduli of elasticity and rupture, compressive stress–strain curve, and energy dissipated under compression

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