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Composites: Mechanics, Computations, Applications: An International Journal
Главный редактор: Alexander N. Vlasov (open in a new tab)

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ISSN Печать: 2152-2057

ISSN Онлайн: 2152-2073

The Impact Factor measures the average number of citations received in a particular year by papers published in the journal during the two preceding years. 2017 Journal Citation Reports (Clarivate Analytics, 2018) IF: 0.2 To calculate the five year Impact Factor, citations are counted in 2017 to the previous five years and divided by the source items published in the previous five years. 2017 Journal Citation Reports (Clarivate Analytics, 2018) 5-Year IF: 0.3 The Eigenfactor score, developed by Jevin West and Carl Bergstrom at the University of Washington, is a rating of the total importance of a scientific journal. Journals are rated according to the number of incoming citations, with citations from highly ranked journals weighted to make a larger contribution to the eigenfactor than those from poorly ranked journals. Eigenfactor: 0.00004 The Journal Citation Indicator (JCI) is a single measurement of the field-normalized citation impact of journals in the Web of Science Core Collection across disciplines. The key words here are that the metric is normalized and cross-disciplinary. JCI: 0.08 SJR: 0.153 SNIP: 0.178 CiteScore™:: 1 H-Index: 12

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Proposal of the concrete−GFR P interaction models

Том 5, Выпуск 4, 2014, pp. 273-303
DOI: 10.1615/CompMechComputApplIntJ.v5.i4.20
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Краткое описание

The results of an extensive experimental program aimed at understanding the structural performance of composite elements made of fiber-reinforced composite materials (fiber-reinforced polymers, FRPs) and concrete (C) are presented in this paper. The tests were carried out on pultruded unidimensional elements (beams and columns) made of glass fibers embedded in a hot-hardening vinyl-ether resin matrix, GFRP (glass fiber-reinforced polymers). These elements were coupled to concrete by means of either structural glues (based on polymeric resins). The constitutive law of the C−GFRP interface, with/without a structural glue, (a) was formulated on the basis of some specific experimental results, and (b) was instrumental in modeling the composite structural members, including their mutual mechanical interaction. On the whole, substantial agreement was found between the experimental and numerical results, this being a demonstration of the soundness of the proposed interface model that was implemented into an off-the-shelf FE code for nonlinear analysis, where each material of the composite members was independently modeled by means of six-node isoparametric brick elements.

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