Evidence map›Paper›PMID 42722746›Full record

ArticleScientific reports2026

Structural efficiency of blast furnace steel slag aggregate concrete for strengthening RC flat slabs.

Mohamed Ahmed, Mohamed A Abouelnour, Mohamed Abou-Elmaaty Amin, Mahmoud Zaghlal, Eman Elshamy

Abstract read
In one paragraph

Article in Scientific reports, 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

0numbers the graph read from it
0cells of the map it votes in
0citing 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

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

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

0 citing papers in PubMed.

No citing paper in PubMed yet.

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.

Mohamed AhmedStructural Engineering Department, Zagazig University, Zagazig, 44519, Egypt.
Mohamed A AbouelnourCivil Engineering Department, Faculty of Engineering, Fayoum University, Fayoum, Egypt. ma1632@fayoum.edu.eg.ORCID https://orcid.org/0009-0005-8781-4377
Mohamed Abou-Elmaaty AminCivil Engineering Department, Faculty of Engineering, Fayoum University, Fayoum, Egypt.
Mahmoud ZaghlalStructural Engineering Department, Zagazig University, Zagazig, 44519, Egypt.
Eman ElshamyStructural Engineering Department, Zagazig University, Zagazig, 44519, Egypt.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

This study investigates blast furnace steel slag concrete as a sustainable strengthening layer for reinforced concrete (RC) flat slabs, with natural aggregates fully replaced by slag in the overlay. Five slabs (1500 × 1500 × 100 mm) were tested under static loading and compared against FRP, steel fiber-reinforced concrete, and high-performance concrete strengthening methods. The slag overlay increased ultimate load by 29.9% and first-crack load by 15.7%, while reducing ultimate deflection by 56.4% compared to the control slab. A validated ANSYS finite element model was used to conduct 22 parametric configurations examining overlay thickness, slab aspect ratio, and bottom reinforcement corrosion. Results show that increasing the aspect ratio from 1.2 to 2.0 reduces ultimate load by 73%, and 25-100% bottom mesh corrosion reduces ultimate load from 233 kN to 61.5 kN. An overlay of 20-30% of slab thickness is recommended as the optimal strengthening configuration.

Indexed as

ANSYS finite element analysisBlast furnace slagRC flat slab strengtheningSustainable concrete

Identifiers

PMID42722746
PMCPMC13562655

What OpenQuestion holds

Textmetadata
Read underepoch 390

Registered trials

None linked

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.