Evidence map›Paper›PMID 36079497›Full record

ArticleMaterials (Basel, Switzerland)2022

Mechanical Properties and Energy Evolution of Fractured Sandstone under Cyclic Loading.

Xinwei Li, Zhishu Yao, Xianwen Huang, Xiaohu Liu, Yu Fang, Yongjie Xu

Abstract read
In one paragraph

Article in Materials (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
–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

3 citing papers in PubMed.

  1. 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

6 authors.

Xinwei LiSchool of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China.ORCID 0000-0003-3681-2388
Zhishu YaoSchool of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China.ORCID 0000-0001-8321-5477
Xianwen HuangSchool of Civil Engineering, Suzhou University of Science and Technology, Suzhou 215009, China.ORCID 0000-0002-8763-9346
Xiaohu LiuSchool of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China.
Yu FangSchool of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China.ORCID 0000-0002-6330-0049
Yongjie XuSchool of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan 232001, China.

Funding

Anhui Provincial College of Natural Science Research Key Project KJ2018A0098China Scholarship Council 202108340062Graduate research project of Anhui Provincial Department of Education of China YJS20210382National Natural Science Foundation of China 51674006Project Funded by China Postdoctoral Science Foundation 2018M642502
6 · The paper itself

Abstract

Affected by fracture distribution, sandstone shows different deformation and energy evolution characteristics under cyclic loading and unloading conditions. Therefore, uniaxial cyclic loading tests were conducted on fractured sandstone with different angles. The deformation characteristics and the evolution law of energy indexes with the peak load and crack angles were obtained under cyclic loading. Studies have shown that: The deformation modulus of sandstone first increases and then decreases, and the lateral expansion coefficient is positively correlated with the peak load. Based on the viscoelastic deformation theory, an energy analysis model considering damping energy and damage energy is established. The dissipated energy can be divided into the damping energy consumed to overcome rock viscoelasticity and damage energy causing damage by viscoelastic deformation theory. Based on this model, the relationship between elastic property, damping energy, damage energy and fracture angle is obtained, and the damage energy increases slowly first and then rapidly. The research results provide a reference for predicting the damage and failure of rock.

Indexed as

deformation modulusenergy evolutionfractured sandstonelateral expansion coefficientviscoelasticity

Identifiers

PMID36079497
PMCPMC9458138

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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.