Evidence map›Paper›PMID 35057238›Full record

ArticleMaterials (Basel, Switzerland)2022

Failure Criteria and Constitutive Relationship of Lightweight Aggregate Concrete under Triaxial Compression.

Peihuan Ye, Yuliang Chen, Zongping Chen, Jinjun Xu, Huiqin Wu

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
  2. 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.

Peihuan YeCollege of Civil and Architecture Engineering, Guangxi University of Science and Technology, Liuzhou 545006, China.
Yuliang ChenCollege of Civil and Architecture Engineering, Guangxi University of Science and Technology, Liuzhou 545006, China.ORCID 0000-0002-0456-7763
Zongping ChenCollege of Civil and Architecture Engineering, Guangxi University of Science and Technology, Liuzhou 545006, China.
Jinjun XuCollege of Civil Engineering, Nanjing Tech University, Nanjing 211816, China.
Huiqin WuCollege of Civil and Architecture Engineering, Guangxi University of Science and Technology, Liuzhou 545006, China.

Funding

Bagui Scholar Program sponsored from the People's Government of Guangxi Zhuang Autonomous Region 2019(79)China Postdoctoral Science Foundation 2021M693854Doctoral Foundation of Guangxi University of Science and Technology 18Z09Guangxi Science and Technology base and Talents Special Project AD19110068National Natural Science Foundation of China 51908141Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety 2019ZDK025
6 · The paper itself

Abstract

This paper investigates the compression behavior and failure criteria of lightweight aggregate concrete (LAC) under triaxial loading. A total of 156 specimens were tested for three parameters: concrete strength, lateral confining pressure and aggregate immersion time, and their effects on the failure mode of LAC and the triaxial stress-strain relationship of LAC is studied. The research indicated that, as the lateral constraint of the specimen increases, the failure patterns change from vertical splitting failure to oblique shearing failure and then to indistinct traces of damage. The stress-strain curve of LAC specimens has an obvious stress plateau, and the curve no longer appears downward when the confining pressure exceeds 12 MPa. According to the experimental phenomenon and test data, the failure criterion was examined on the Mohr-Coulomb theory, octahedral shear stress theory and Rendulic plane stress theory, which well reflects the behavior of LAC under triaxial compression. For the convenience of analysis and application, the stress-strain constitutive models of LAC under triaxial compression are recommended, and these models correlate well with the test results.

Indexed as

failure mechanismfly ash ceramsitelightweight aggregate concretestress-strain constitutive relationshipstriaxial behavior

Identifiers

PMID35057238
PMCPMC8777941

What OpenQuestion holds

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Registered trials

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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.