Evidence map›Paper›PMID 36560293›Full record

ArticleSensors (Basel, Switzerland)2022

A Novel CNN-LSTM Hybrid Model for Prediction of Electro-Mechanical Impedance Signal Based Bond Strength Monitoring.

Lukesh Parida, Sumedha Moharana, Victor M Ferreira, Sourav Kumar Giri, Guilherme Ascensão

Open access · goldAbstract read
In one paragraph

Article in Sensors (Basel, Switzerland), 2022. 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
5.0field-weighted citation impact, top 4% of its field
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

3 citing papers in PubMed, 50 citations in OpenAlex.

  1. Article
  2. Article
  3. 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 at 2 institutions in 2 countries.

Lukesh ParidaDepartment of Civil Engineering, Shiv Nadar University, Greater Noida 201314, India.ORCID 0000-0001-9654-8019
Sumedha MoharanaDepartment of Civil Engineering, Shiv Nadar University, Greater Noida 201314, India.
Victor M FerreiraRISCO, Department of Civil Engineering, University of Aveiro, 3810-193 Aveiro, Portugal.ORCID 0000-0002-6295-1333
Sourav Kumar GiriDepartment of CSE, Srinix College of Engineering, Gopalgoan 756003, India.
Guilherme AscensãoRISCO, Department of Civil Engineering, University of Aveiro, 3810-193 Aveiro, Portugal.ORCID 0000-0002-6003-4486
Shiv Nadar University · INUniversity of Aveiro · PT

Funding

Fundação para a Ciência e Tecnologia FCT/UIDB/ECI/04450/2020
6 · The paper itself

Abstract

The recent application of deep learning for structural health monitoring systems for damage detection has potential for improvised structure performance and maintenance for long term durability, and reliable strength. Advancements in electro-mechanical impedance (EMI) techniques have sparked attention among researchers to develop novel monitoring techniques for structural monitoring and evaluation. This study aims to determine the performance of EMI techniques using a piezo sensor to monitor the development of bond strength in reinforced concrete through a pull-out test. The concrete cylindrical samples with embedded steel bars were prepared, cured for 28 days, and a pull-out test was performed to measure the interfacial bond between them. The piezo coupled signatures were obtained for the PZT patch bonded to the steel bar. The damage qualification is performed through the statistical indices, i.e.,

Indexed as

Neural Networks, ComputerElectric ImpedanceRecordsSteelSteelbond strengthconcretedeep learningEMI techniquesmachine learningpiezo sensorpull-outstatistical indices

Identifiers

PMID36560293
PMCPMC9781742
OpenAlexW4312194846

What OpenQuestion holds

Textmetadata
LicenceCC BY
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.