Evidence map›Paper›PMID 35160462›Full record

ReviewPolymers2022

Fibre-Reinforced Polymer Reinforced Concrete Members under Elevated Temperatures: A Review on Structural Performance.

Fariborz Sharifianjazi, Parham Zeydi, Milad Bazli, Amirhossein Esmaeilkhanian, Roozbeh Rahmani, Leila Bazli, Samad Khaksar

Open access · goldAbstract readReview
In one paragraph

Review in Polymers, 2022. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 5 papers.

0numbers the graph read from it
0cells of the map it votes in
5citing papers in PubMed
6.6field-weighted citation impact, top 2% 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

5 citing papers in PubMed, 64 citations in OpenAlex.

  1. Article
  2. Effect of Silane-Modified Nano-AlMaterials (Basel, Switzerland) · 2025
    Article
  3. Review
  4. Article
  5. Review
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 at 6 institutions in 3 countries.

Fariborz SharifianjaziSchool of Science and Technology, The University of Georgia, Tbilisi 0159, Georgia.
Parham ZeydiDepartment of Technical and Engineering, Parsian Institute of Higher Education, Qazvin 3471991984, Iran.
Milad BazliCollege of Engineering, IT & Environment, Charles Darwin University, Darwin 0801, Australia.ORCID 0000-0001-9027-6155
Amirhossein EsmaeilkhanianDepartment of Materials and Metallurgical Engineering, Amirkabir University of Technology, Tehran 1411713136, Iran.ORCID 0000-0003-2295-8087
Roozbeh RahmaniFaculty of Civil Engineering, University of Tabriz, Tabriz 5166614711, Iran.
Leila BazliSchool of Metallurgy and Materials Engineering, Iran University of Science and Technology, Tehran 1411713136, Iran.
Samad KhaksarSchool of Science and Technology, The University of Georgia, Tbilisi 0159, Georgia.ORCID 0000-0003-0563-0370
University of Georgia · GEAmirkabir University of Technology · IRIran University of Science and Technology · IRTabaran Institute of Higher Education · IRThe University of Queensland · AUUniversity of Tabriz · IR

Funding

No grant is acknowledged in the PubMed record.

6 · The paper itself

Abstract

Several experimental and numerical studies have been conducted to address the structural performance of FRP-reinforced/strengthened concrete structures under and after exposure to elevated temperatures. The present paper reviews over 100 research studies focused on the structural responses of different FRP-reinforced/strengthened concrete structures after exposure to elevated temperatures, ranging from ambient temperatures to flame. Different structural systems were considered, including FRP laminate bonded to concrete, FRP-reinforced concrete, FRP-wrapped concrete, and concrete-filled FRP tubes. According to the reported data, it is generally accepted that, in the case of insignificant resin in the post curing process, as the temperature increases, the ultimate strength, bond strength, and structure stiffness reduce, especially when the glass transition temperature

Indexed as

elevated temperaturefibre-reinforced polymerfireFRP-reinforced concreteFRP strengthening

Identifiers

PMID35160462
PMCPMC8838866
OpenAlexW4210651463

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.