Low-Cost Fiber Chopped Strand Mat Composites for Compressive Stress and Strain Enhancement of Concrete Made with Brick Waste Aggregates.

analytical models glass fiber chopped sheets peak compressive stress recycled brick aggregate regression ultimate strain

Journal

Polymers
ISSN: 2073-4360
Titre abrégé: Polymers (Basel)
Pays: Switzerland
ID NLM: 101545357

Informations de publication

Date de publication:
03 Nov 2022
Historique:
received: 31 08 2022
revised: 28 10 2022
accepted: 30 10 2022
entrez: 11 11 2022
pubmed: 12 11 2022
medline: 12 11 2022
Statut: epublish

Résumé

Given the excessive demolition of structures each year, the issues related to the generated structural waste are striking. Bricks being a major constituent in the construction industry, also hold a significant proportion of the construction waste generated annually. The reuse of this brick waste in new constructions is an optimal solution considering cost-effectiveness and sustainability. However, the problems related to the substandard peak stress and ultimate strain of concrete constructed with recycled brick aggregates (CRAs) limit its use in non-structural applications. The present study intends to improve the unsatisfactory mechanical characteristics of CRAs by utilizing low-cost glass fiber chopped strand mat (FCSM) sheets. The efficacy of FCSM sheets was assessed by wrapping them around CRA specimens constructed with different concrete strengths. A remarkable increase in the peak compressive stress and the ultimate strain of the CRA specimens were observed. For low, medium, and high strength CRAs, the ultimate strain improved by up to 320%, 308%, and 294%, respectively, as compared to the respective control specimens. Several existing analytical models were utilized to predict the peak compressive stress and ultimate strain of the CRAs strengthened using FCSM sheets. None of the considered models reproduced experimental results accurately. Therefore, equations were formulated using regression predicting the peak stress and ultimate strain of the CRAs confined with FCSM sheets. The predicted values were found to correlate well with the experimental values.

Identifiants

pubmed: 36365706
pii: polym14214714
doi: 10.3390/polym14214714
pmc: PMC9655597
pii:
doi:

Types de publication

Journal Article

Langues

eng

Déclaration de conflit d'intérêts

The authors declare no conflict of interest.

Références

Ind Health. 2002 Jan;40(1):42-50
pubmed: 11926514
Contact Dermatitis. 1993 Sep;29(3):119-27
pubmed: 8222622

Auteurs

Panuwat Joyklad (P)

Department of Civil and Environmental Engineering, Faculty of Engineering, Srinakharinwirot University, Nakhonnayok 26120, Thailand.

Panumas Saingam (P)

Department of Civil Engineering, School of Engineering, King Mongkut's Institute of Technology Ladkrabang, Bangkok 10520, Thailand.

Nazam Ali (N)

Department of Civil Engineering, University of Management and Technology, Lahore 54000, Pakistan.

Ali Ejaz (A)

Center of Excellence in Earthquake Engineering and Vibration, Department of Civil Engineering, Chulalongkorn University, Bangkok 10330, Thailand.

Qudeer Hussain (Q)

Center of Excellence in Earthquake Engineering and Vibration, Department of Civil Engineering, Chulalongkorn University, Bangkok 10330, Thailand.

Kaffayatullah Khan (K)

Department of Civil and Environmental Engineering, College of Engineering, King Faisal University, Al-Hofuf P.O. Box 380, Saudi Arabia.

Krisada Chaiyasarn (K)

Thammasat Research Unit in Infrastructure Inspection and Monitoring, Repair and Strengthening (IIMRS), Thammasat School of Engineering, Faculty of Engineering, Thammasat University Rangsit, Klong Luang, Pathumthani 12121, Thailand.

Classifications MeSH