Evidence map›Paper›PMID 41318639›Full record

ArticleScientific reports2025

Microstructural, mechanical and statistical evaluation of concrete incorporating waste glass wool exposed to elevated temperatures.

Yasin Onuralp Özkılıç, Memduh Karalar, Ali İhsan Çelik, Muhannad Riyadh Alasiri, Mohamed Abdikarin Mohamud

Abstract read
In one paragraph

Article in Scientific reports, 2025. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 3 papers.

0numbers the graph read from it
0cells of the map it votes in
3citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

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Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

3 citing papers in PubMed.

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4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

5 authors.

Yasin Onuralp ÖzkılıçDepartment of Civil Engineering, Faculty of Engineering, Necmettin Erbakan University, 42000, Konya, Turkey. yozkilic@erbakan.edu.tr.
Memduh KaralarDepartment of Civil Engineering, Zonguldak Bulent Ecevit University, Zonguldak, Turkey.
Ali İhsan ÇelikDepartment of Construction, Tomarza Mustafa Akincioglu Vocational School, Kayseri University, 38940, Kayseri, Turkey.
Muhannad Riyadh AlasiriCivil Engineering Department, College of Engineering, King Khalid University, 61421, Abha, Saudi Arabia.
Mohamed Abdikarin MohamudDepartment of Civil Engineering, Faculty of Engineering, Necmettin Erbakan University, 42000, Konya, Turkey. mohamedabdikarim@zust.edu.so.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

The purpose of this research was to determine the effects of using waste glass wool in concrete's on the concrete's mechanical properties. Samples of concrete containing varying percentages of waste glass wool by total concrete volume (0%, 1%, 2%, 3%, 4%, and 5%) were tested after exposure to a range of temperatures: 24 °C, 400 °C, 600 °C, and 800 °C. Several tests, including compressive strength (CS), splitting tensile strength (STS), and flexural strength (FS), were then performed on the samples in the laboratory following the completion of elevated temperature. The results showed that glass wool waste material reduces the concrete CS. Conversely, experiments have shown that samples STS and FS, increase proportionally with the amount of waste glass wool. Accordingly, the concrete compressive strength decreased by 4.26%, 7.84%, 11.87%, 14.24%, and 17.27% when the mixing ratio was increased from 1% to 5%. On the other hand, by increasing the mixing ratio from 1% to 5%, concrete STS and FS were enhanced by 9.61%; 15.19%; 27.70%; 36.58%; and 60.41% and 16.91%; 29.99%; 35.73%; 45.45%; and 59.45%, respectively. FE-SEM and EDX analysis was also included. Furthermore, equations were developed to estimate the capacities of concrete, with waste glass wool, after exposure to elevated temperatures. Taguchi analysis revealed that temperature is the most critical factor affecting mechanical performance, while the addition of waste glass wool contributed to strength retention at elevated temperatures. ANOVA confirmed the statistical significance of both temperature and waste glass wool's contribution, reinforcing their combined role in producing sustainable concrete with improved high-temperature resistance. The addition of waste glass wool to concrete recycles waste glass wool and minimizes the need for new raw materials and waste disposal requirements. According to the ratio and distribution above, adding modest quantities of glass wool may lighten concrete without affecting its strength.

Indexed as

Compressive strengthElevated temperatureFlexural strengthSplitting tensile strengthWaste glass wool

Identifiers

PMID41318639
PMCPMC12774970

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.