Evidence map›Paper›PMID 35888525›Full record

ArticleMaterials (Basel, Switzerland)2022

Experimental and Numerical Investigation on the Shear Behavior of Engineered Cementitious Composite Beams with Hybrid Fibers.

Jeyaprakash Maheswaran, Maheswaran Chellapandian, Madappa V R Sivasubramanian, Gunasekaran Murali, Nikolai Ivanovich Vatin

Open access · goldAbstract 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 1 paper.

0numbers the graph read from it
0cells of the map it votes in
1citing papers in PubMed
2.5field-weighted citation impact, top 11% of its field
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

1 citing paper in PubMed, 25 citations in OpenAlex.

  1. 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

5 authors at 3 institutions in 2 countries.

Jeyaprakash MaheswaranDepartment of Civil Engineering, St. Xavier's Catholic College of Engineering, Nagercoil 629003, India.
Maheswaran ChellapandianDepartment of Civil Engineering, Mepco Schlenk Engineering College, Sivakasi 626005, India.ORCID 0000-0003-4284-8678
Madappa V R SivasubramanianDepartment of Civil Engineering, National Institute of Technology, Puducherry 609609, India.
Gunasekaran MuraliPeter the Great St. Petersburg Polytechnic University, 195251 Saint Petersburg, Russia.ORCID 0000-0002-1151-0853
Nikolai Ivanovich VatinPeter the Great St. Petersburg Polytechnic University, 195251 Saint Petersburg, Russia.ORCID 0000-0002-1196-8004
Peter the Great St. Petersburg Polytechnic University · RUNational Institute of Technology, PuducherrySt Xavier’s College · IN

Funding

The research is partially funded by the Ministry of Science and Higher Education of the Russian Federation as part of the World-class Research Center program: Advanced Digital Technologies . (contract No. 075-15-2022-311 dated 20.04.2022)
6 · The paper itself

Abstract

The shear behavior of innovative engineered cementitious composites (ECC) members with a hybrid mix of polyvinyl alcohol (PVA) and polypropylene (PP) fibers is examined. The overall objective of the investigation is to understand the shear behavior of ECC beams with different mono and hybrid fiber combinations without compromising the strength and ductility. Four different configurations of beams were prepared and tested, including 2.0% of PP fibers, 2.0% of PVA fibers, 2.0% of steel fibers and hybrid PVA and PP fibers (i.e., 1% PP and 1% PVA). In addition to the tests, a detailed nonlinear finite element (FE) analysis was accomplished using the commercial ABAQUS software. The validated FE model was used to perform an extensive parametric investigation to optimize the design parameters for the hybrid-fiber-reinforced ECC beams under shear. The results revealed that the use of hybrid PVA and PP fibers improved the performance by enhancing the overall strength and ductility compared to the steel and PP-fiber-based ECC beams. Incorporating hybrid fibers into ECC beams increased the critical shear crack angle, indicating the transition of a failure from a brittle diagonal tension to a ductile bending.

Indexed as

engineered cementitious composites (ECC)finite element analysishybrid fiberspolypropylene fibersPVA fibersshear behavior

Identifiers

PMID35888525
PMCPMC9323514
OpenAlexW4286462579

What OpenQuestion holds

Textmetadata
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.