Evidence map›Paper›PMID 34199323›Full record

ArticleMaterials (Basel, Switzerland)2021

Effect of Fiber Content on the Mechanical Properties of Engineered Cementitious Composites with Recycled Fine Aggregate from Clay Brick.

Zhanqi Cheng, Wenhao Yan, Zhibo Sui, Jiyu Tang, Chengfang Yuan, Liusheng Chu, Hu Feng

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2021. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 4 papers.

0numbers the graph read from it
0cells of the map it votes in
4citing 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

4 citing papers in PubMed.

  1. Article
  2. Review
  3. Article
  4. Article
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

7 authors.

Zhanqi ChengSchool of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China.
Wenhao YanSchool of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China.
Zhibo SuiSchool of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China.
Jiyu TangSchool of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China.
Chengfang YuanSchool of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China.
Liusheng ChuSchool of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China.ORCID 0000-0001-8437-6352
Hu FengSchool of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China.ORCID 0000-0002-7951-8405

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

In this study, recycled fine aggregate (RFA), also known as recycled brick micro-powder (RBM), was used to completely replace quartz sand for the preparation of green, low-cost ecological engineered cementitious composites (ECO-ECC). RFA was used to replace ultrafine silica sand in the range of 0-100%. Firstly, the optimal replacement rate of RFA was determined, and the test results showed that the ECO-ECC prepared by fully replacing quartz sand with RFA as fine aggregate had strain hardening and multiple cracks, and the tensile strain of the specimens could reach 3%. Then the effects of fiber volume fraction and size effect on the mechanical properties of ECO-ECC were systematically investigated. The results showed that the fiber volume fraction has some influence on the mechanical properties of ECO-ECC. With the increase of fiber volume fraction, the ultimate deflection of the material keeps increasing up to 44.87 mm and the ultimate strain up to 3.46%, with good ductility and toughness. In addition, the compressive strength of the material has a good size effect, and there is a good linear relationship between different specimen sizes and standard sizes. It provides a good basis for engineering applications. Microscopic experimental results also showed that fibers play an important bridging role in the material, and the fiber pull-out and pull-break damage effects are significant.

Indexed as

fiber volume fractionrecycled brick micro-powder (RBM)recycled fine aggregate (RFA)size effectstrain hardening

Identifiers

PMID34199323
PMCPMC8231890

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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.