Evidence map›Paper›PMID 42356900›Full record

ArticleSensors (Basel, Switzerland)2026

A New Multi-Modal Data Fusion Framework for Delamination Detection in Concrete Bridge Decks.

Maria Rashidi, Shayan Ghazimoghadam, Vahid Mousavi, Sattar Dorafshan, Behruz Bozorg

Abstract read
In one paragraph

Article in Sensors (Basel, Switzerland), 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 1 paper.

0numbers the graph read from it
0cells of the map it votes in
1citing 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

1 citing paper in PubMed.

  1. Review
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.

Maria RashidiCentre for Infrastructure Engineering (CIE), Western Sydney University, Penrith, NSW 2751, Australia.ORCID 0000-0003-2847-3806
Shayan GhazimoghadamDepartment of Civil Engineering, Sha.C., Islamic Azad University, Shahrood 36167, Iran.
Vahid MousaviCentre for Infrastructure Engineering (CIE), Western Sydney University, Penrith, NSW 2751, Australia.ORCID 0000-0002-0587-8221
Sattar DorafshanAdvanced Transportation Infrastructure Centre, University of North Dakota, Grand Forks, ND 58201, USA.ORCID 0000-0002-8307-9193
Behruz BozorgUrban Transformations Research Centre (UTRC), Western Sydney University, Parramatta, NSW 2150, Australia.

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Bridge decks are continuously subjected to high environmental exposure, traffic loading, and material aging, leading to progressive delamination which can negatively affect structural integrity and public safety. More specifically, subsurface delamination of concrete and corroded steel reinforcement must be repaired to keep the decks operational. Among non-destructive evaluation techniques, Ground-Penetrating Radar (GPR) and Infrared Thermography (IRT) offer complementary capabilities for detecting subsurface and near-surface defects; however, effective GPR-IRT data fusion remains challenging due to fundamental differences in sensing principles, spatial resolution and sensitivity. This study introduces a Physics-Enhanced Multi-Modal Fusion (PE-MMF) framework that integrates GPR and IRT data to improve delamination detection in reinforced concrete bridge decks. The proposed approach leverages transfer learning, cross-modal attention mechanisms, and gated fusion to enable robust learning from heterogeneous sensor inputs. Furthermore, a systematic feature selection protocol is integrated to identify physically meaningful indicators that remain consistent across different bridges, enhancing generalization capability. The framework is trained and validated using the publicly available SDNET2021 dataset, comprising co-registered GPR and IRT measurements from five in-service bridge decks with verified delamination ground truth. Results demonstrate substantial performance improvements, with average F1-score gains of up to 55% over IRT-based methods and 25% over GPR-based methods across all tested bridges. Comparative analysis against state-of-the-art methods confirmed the superior generalization capability of the proposed multi-modal approach over single-modality approaches. The findings highlight the potential of deep learning-based sensor fusion as a scalable and data-efficient decision-support tool to prioritize regions for detailed physical investigation during long-term infrastructure monitoring.

Indexed as

bridge deck delaminationdefect detectionground-penetrating radar (GPR)infrared thermography (IRT)multi-modal data fusionsensor fusionstructural health monitoring (SHM)

Identifiers

PMID42356900
PMCPMC13306362

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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.