Evidence map›Paper›PMID 37445044›Full record

ArticleMaterials (Basel, Switzerland)2023

A Study of the Compressive Behavior of Recycled Rubber Concrete Reinforced with Hybrid Fibers.

Xiaohui Li, Lijuan Li, Yingming Zheng, Yanlong Li, Zijiang Chen, Jie Xiao, Min Yuan, Jian Zhang, Zezhou Pan, Zhe Xiong

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2023. 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

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

2 citing papers in PubMed.

  1. Article
  2. 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

10 authors.

Xiaohui LiSchool of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China.
Lijuan LiSchool of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China.ORCID 0000-0003-4743-540X
Yingming ZhengSchool of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China.
Yanlong LiSchool of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China.
Zijiang ChenGuangzhou Building Development and Construction Co., Ltd., Guangzhou 510000, China.
Jie XiaoSchool of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China.ORCID 0000-0001-9646-1888
Min YuanChina Railway Guangzhou Engineering Group Co., Ltd., Guangzhou 511459, China.
Jian ZhangChina Railway Guangzhou Engineering Group Co., Ltd., Guangzhou 511459, China.
Zezhou PanSchool of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China.
Zhe XiongSchool of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China.

Funding

the National Natural Science Foundation of China 12072080the National Natural Science Foundation of China 52278160the Science and Technology Planning Project of Guangzhou City (in China) 202002030120
6 · The paper itself

Abstract

With the development of the automotive industry, a large amount of waste rubber is produced every year. The application and development of recycled rubber concrete (RRC) can effectively reduce 'black pollution' caused by waste rubber. However, the addition of recycled rubber particles can lead to a decrease in the compressive behavior of concrete. Previous research has demonstrated that by preventing crack growth, fiber addition can increase the strength and ductility of concrete. In this work, a total of 28 RRC mixes are designed, and the compressive behavior of RRC reinforced by steel fibers (SFs) and glass fibers (GFs) is investigated. The workability of fresh RRC can be negatively impacted by an increase in both fiber contents, with the GF content having a more notable effect. With the addition of fibers, the maximum increase rates for the compressive strength, elastic modulus, strain at peak stress, and compressive toughness were 27%, 8%, 45%, and 152%, respectively. A constitutive model is concurrently put forward to forecast the stress-strain curves of RRC with various fiber contents. These findings indicate that the maximum improvement in compressive behavior is achieved when the GF content was 0.4% and the SF content was 1.2%. The proposed constitutive model can be used to predict the stress-strain curve of hybrid fiber-reinforced recycled rubber concrete (HFRRRC).

Indexed as

compressive behaviorglass fibershybrid fibersrecycled rubber concretesteel fibers

Identifiers

PMID37445044
PMCPMC10342700

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.