Evidence map›Paper›PMID 36192628›Full record

ArticleScientific reports2022

Damage evolution and fracture behavior of different materials specimens containing a central hole subjected to local loading.

Dongliang Ji, Hongbao Zhao, Hui Cheng, Xiuhan Yang, Lina Ge

Abstract read
In one paragraph

Article in Scientific reports, 2022. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 2 papers.

0numbers the graph read from it
0cells of the map it votes in
2citing 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

2 citing papers in PubMed.

  1. Earthquake-triggered cascading hazards under Arctic amplification.Proceedings of the National Academy of Sciences of the United States of America · 2026
    Article
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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.

Dongliang JiSchool of Energy and Mining Engineering, China University of Mining and Technology (Beijing), Beijing, 100083, China.
Hongbao ZhaoSchool of Energy and Mining Engineering, China University of Mining and Technology (Beijing), Beijing, 100083, China. hongbaozhaovip@163.com.
Hui ChengSchool of Energy and Mining Engineering, China University of Mining and Technology (Beijing), Beijing, 100083, China.
Xiuhan YangDepartment of Civil Engineering, University of Ottawa, Ottawa, K1N 6N5, Canada.
Lina GeSchool of Civil Engineering, Liaoning Technical University, Fuxin, 123000, China.

Funding

Fundamental Research Funds for the Central Universities 2009QZ03Hebei Province Ecological wisdom mine Joint Fund project E2020402036Open Fund of State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structure KF2020-06Outstanding Scholar of Sun Yuezaki 800015Z1179
6 · The paper itself

Abstract

The strength of the different materials specimens containing a central hole subjected to varying loading areas constitutes lots of underground engineering such as entry arrangement and mining process. In this study, the failure resulted from micro-fracturing in the specimen, which can be characterized by the crack propagation path if the damage events are monitored by using Digital Image Correlation (DIC), infrared thermal imager and high-speed camera. The experimental results demonstrate that there are three different types of typical failure modes for specimens with central holes according to the loading areas. The evolution of the temperature field is shown for various loading areas, the smaller loading area, the greater the stress concentration, and the more pronounced the thermodynamic features. The temperature field can also be associated with material properties in addition to loading area. Additionally, failure around the hole with redistributed stress has been observed, and strain energy density (SED) can help explain the failure mechanisms. The progressive damage process, which takes into account the heterogeneity in elastic modulus and rock strength characteristic, is demonstrated by developing a constitutive model that uses the uniaxial compression and Brazilian disc tests to parameterize it. By comparison with plastic zone, the proposed constitutive model is used to quantitatively evaluate the accumulation of damage. Failure mechanisms are established based on this work and are anticipated to be extensively utilized in engineering applications.

Identifiers

PMID36192628
PMCPMC9529922

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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.