Fracture and Structural Integrity e-ISSN 1971-8993 Open access
Structural Integrity and Durability of Structures Vol. 17, No. 65 (2023)

Glass Fiber for Improved Behavior of Light Expanded Clay Aggregate Concrete Beams: An Experimental Study

Author and affiliation details
DOI
10.3221/IGF-ESIS.65.01
Pages
1-16
Published
Licence
CC BY 4.0

Abstract

Concrete developed from light expanded clay aggregate (LECA) and glass fiber has good performance, durability, and sustainability. Towards this, the experimental investigation was designed to study cubes, cylinders, and simply supported beams. Four mixtures had LECA volume of 0%, 75%, 85%, and 95% as coarse aggregate replacement and glass fiber content volume of 2% (N, L75, L85, and L95), and the other two mixtures had 75% LECA and glass fiber content of 1% and 1.5% (L75-F1 and L75-F1.5). Results compared to normal concrete showed the weight reduction of samples while adding more glass fiber caused slump reduction in contrast to LECA. Increasing glass fiber volume in the mixture had a negative influence on tensile strength while causing compressive strength enhancement. Moment resistance and energy absorption capacity of L85 were enhanced by 7.5% and 10.3%, respectively. For L75-F1 specimens, the beam stiffness and ductility were enhanced by 14.8% and 14.3%, respectively.  

Keywords

Article history

  1. ReceivedUntil the next stage: 40 days
  2. RevisedUntil the next stage: 27 days
  3. AcceptedUntil the next stage: 77 days
  4. Published

Statements

Funding

This research did not receive any specific grant from funding agencies in the public, commercial, or not-for-profit sectors.

About the authors

Mariam Gamal

 

 

 

How to cite

APA

Aboul Nour, L., Gamal, M., & Ghoniem, A. (2023). Glass Fiber for Improved Behavior of Light Expanded Clay Aggregate Concrete Beams: An Experimental Study. Fracture and Structural Integrity, 17(65), 1–16. https://doi.org/10.3221/IGF-ESIS.65.01

IEEE

L. Aboul Nour, M. Gamal, and A. Ghoniem, “Glass Fiber for Improved Behavior of Light Expanded Clay Aggregate Concrete Beams: An Experimental Study,” Fracture and Structural Integrity, vol. 17, no. 65, pp. 1–16, 2023, doi: 10.3221/IGF-ESIS.65.01.

MLA

Aboul Nour, Louay, et al. “Glass Fiber for Improved Behavior of Light Expanded Clay Aggregate Concrete Beams: An Experimental Study.” Fracture and Structural Integrity, vol. 17, no. 65, 2023, pp. 1–16. https://doi.org/10.3221/IGF-ESIS.65.01.

Chicago

Aboul Nour, Louay, Mariam Gamal, and Amr Ghoniem. 2023. “Glass Fiber for Improved Behavior of Light Expanded Clay Aggregate Concrete Beams: An Experimental Study.” Fracture and Structural Integrity 17 (65): 1–16. https://doi.org/10.3221/IGF-ESIS.65.01.

Harvard

Aboul Nour, L., Gamal, M. and Ghoniem, A. (2023) ‘Glass Fiber for Improved Behavior of Light Expanded Clay Aggregate Concrete Beams: An Experimental Study’, Fracture and Structural Integrity, 17(65), pp. 1–16. doi: 10.3221/IGF-ESIS.65.01.

Vancouver

Aboul Nour L, Gamal M, Ghoniem A. Glass Fiber for Improved Behavior of Light Expanded Clay Aggregate Concrete Beams: An Experimental Study. Fracture and Structural Integrity. 2023;17(65):1-16. doi:10.3221/IGF-ESIS.65.01

BibTeX

@article{aboulnour2023, author = {Aboul Nour, Louay and Gamal, Mariam and Ghoniem, Amr}, title = {Glass Fiber for Improved Behavior of Light Expanded Clay Aggregate Concrete Beams: An Experimental Study}, journal = {Fracture and Structural Integrity}, year = {2023}, volume = {17}, number = {65}, pages = {1--16}, doi = {10.3221/IGF-ESIS.65.01}, url = {https://doi.org/10.3221/IGF-ESIS.65.01}, issn = {1971-8993} }

RIS

TY - JOUR AU - Aboul Nour, Louay AU - Gamal, Mariam AU - Ghoniem, Amr TI - Glass Fiber for Improved Behavior of Light Expanded Clay Aggregate Concrete Beams: An Experimental Study JO - Fracture and Structural Integrity T2 - Fracture and Structural Integrity PY - 2023 DA - 2023/06/22 VL - 17 IS - 65 SP - 1 EP - 16 DO - 10.3221/IGF-ESIS.65.01 UR - https://doi.org/10.3221/IGF-ESIS.65.01 SN - 1971-8993 ER -

Licence

Creative Commons Attribution 4.0 International

May be shared and adapted, provided appropriate credit is given. Copyright © 2023 Louay Aboul Nour , Mariam Gamal, Amr Ghoniem.

Copyright 
Authors are allowed to retain both the copyright and the publishing rights of their articles without restrictions.  

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