Evidence map›Paper›PMID 38257711›Full record

ReviewSensors (Basel, Switzerland)2024

A Review on Concrete Structural Properties and Damage Evolution Monitoring Techniques.

Jinghua Zhang, Lisha Peng, Shuzhi Wen, Songling Huang

Abstract readReview
In one paragraph

Review in Sensors (Basel, Switzerland), 2024. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 7 papers.

0numbers the graph read from it
0cells of the map it votes in
7citing 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

7 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

4 authors.

Jinghua ZhangDepartment of Electrical Engineering, Tsinghua University, Beijing 100084, China.ORCID 0000-0002-7337-7525
Lisha PengDepartment of Electrical Engineering, Tsinghua University, Beijing 100084, China.ORCID 0000-0002-7315-2692
Shuzhi WenDepartment of Electrical Engineering, Tsinghua University, Beijing 100084, China.ORCID 0009-0003-7239-3448
Songling HuangDepartment of Electrical Engineering, Tsinghua University, Beijing 100084, China.ORCID 0000-0003-4442-2566

Funding

Beijing Natural Science Foundation 3232047National Key Research and Development Program of China 2022YFF0607500Young Elite Scientists Sponsorship Program by CAST 2022QNRC001
6 · The paper itself

Abstract

Concrete structures have emerged as some of the most extensively utilized materials in the construction industry due to their inherent plasticity and high-strength characteristics. However, due to the temperature fluctuations, humidity, and damage caused by human activities, challenges such as crack propagation and structural failures pose threats to the safety of people's lives and property. Meanwhile, conventional non-destructive testing methods are limited to defect detection and lack the capability to provide real-time monitoring and evaluating of concrete structural stability. Consequently, there is a growing emphasis on the development of effective techniques for monitoring the health of concrete structures, facilitating prompt repairs and mitigation of potential instabilities. This paper comprehensively presents traditional and novel methods for concrete structural properties and damage evolution monitoring, including emission techniques, electrical resistivity monitoring, electromagnetic radiation method, piezoelectric transducers, ultrasonic techniques, and the infrared thermography approach. Moreover, the fundamental principles, advantages, limitations, similarities and differences of each monitoring technique are extensively discussed, along with future research directions. Each method has its suitable monitoring scenarios, and in practical applications, several methods are often combined to achieve better monitoring results. The outcomes of this research provide valuable technical insights for future studies and advancements in the field of concrete structural health monitoring.

Indexed as

concretedamage evolution monitoringreviewstructural health monitoringstructural properties

Identifiers

PMID38257711
PMCPMC10819427

What OpenQuestion holds

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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.