Evidence map›Paper›PMID 35888463›Full record

ArticleMaterials (Basel, Switzerland)2022

Experimental Analysis of the Stress State of a Prestressed Cylindrical Shell with Various Structural Parameters.

Nurlan Zhangabay, Bayan Sapargaliyeva, Akmaral Utelbayeva, Alexandr Kolesnikov, Zhumadilla Aldiyarov, Serik Dossybekov, Esenbek Esimov, Bolat Duissenbekov, Roman Fediuk, Nikolai Ivanovich Vatin and 2 more

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. Recyclable Materials for Ecofriendly Technology.Materials (Basel, Switzerland) · 2022
    Article
  3. 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

12 authors.

Nurlan ZhangabayDepartment of Construction and Construction Materials, M. Auezov South Kazakhstan University Shymkent, Shymkent 160012, Kazakhstan.
Bayan SapargaliyevaAbai Kazakh National Pedagogical University, Almaty 050010, Kazakhstan.
Akmaral UtelbayevaDepartment of Construction and Construction Materials, M. Auezov South Kazakhstan University Shymkent, Shymkent 160012, Kazakhstan.
Alexandr KolesnikovDepartment of Construction and Construction Materials, M. Auezov South Kazakhstan University Shymkent, Shymkent 160012, Kazakhstan.
Zhumadilla AldiyarovDepartment of Construction and Construction Materials, M. Auezov South Kazakhstan University Shymkent, Shymkent 160012, Kazakhstan.
Serik DossybekovDepartment of Construction and Construction Materials, M. Auezov South Kazakhstan University Shymkent, Shymkent 160012, Kazakhstan.
Esenbek EsimovDepartment of Construction and Construction Materials, M. Auezov South Kazakhstan University Shymkent, Shymkent 160012, Kazakhstan.
Bolat DuissenbekovDepartment of Construction and Construction Materials, M. Auezov South Kazakhstan University Shymkent, Shymkent 160012, Kazakhstan.
Roman FediukPolytechnic Institute, Far Eastern Federal University, 690922 Vladivostok, Russia.ORCID 0000-0002-2279-1240
Nikolai Ivanovich VatinPeter the Great St. Petersburg Polytechnic University, 195251 St. Petersburg, Russia.ORCID 0000-0002-1196-8004
Myrzabek YermakhanovDepartment of Construction and Construction Materials, M. Auezov South Kazakhstan University Shymkent, Shymkent 160012, Kazakhstan.
Saule MussayevaDepartment of Construction and Construction Materials, M. Auezov South Kazakhstan University Shymkent, Shymkent 160012, Kazakhstan.

Funding

Ministry of Science and Higher Education of the Russian Federation under the strategic academic leadership program 'Priority 2030' Agreement 075-15-2021-1333 dated 30.09.2021
6 · The paper itself

Abstract

The paper presents the results of experimental studies of the features of the operation of prestressed shells, taking into account the various structural parameters of the prestress. It is established that when the winding angle changes from perpendicular to the shell axis to 75° and 65°, the circumferential stresses decrease 1.4 times and 1.2 times, respectively, and the axial stresses increase five and three times, which are two and four times lower than the circumferential, from which it can be concluded that the reduction in the winding angle to the longitudinal the axis of the shell has a positive effect on the stress state of the structure. The study also found that with an increase in the diameter of the winding wire from 1 to 2 mm and a change in the winding angle, the same nature of the stress distribution is observed, but the values of the stress state parameter change, so the efficiency increases up to 25% due to an increase in the winding thickness, depending on the pitch, angle and thickness of the winding, which favorably affects the strength and the bearing capacity of the structure as a whole by increasing the value of the stress state parameter. Thus, the results of the analysis will allow us to use in more detail the possibility of controlling the stress-strain state of the prestressed shell by changing the design parameters, and the results obtained can be used in design or construction, as well as when increasing the strength characteristics of the structure, which allows us to create a high-tech design optimal for these operating conditions, which can positively complement the studies conducted earlier in this direction.

Indexed as

prestressingsteel shellsteel wrappingstrengthstress statestructural parameters

Identifiers

PMID35888463
PMCPMC9315750

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.