Determination of Mechanical Properties of FRP by Bending Test

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F46747885%3A24620%2F20%3A00007081" target="_blank" >RIV/46747885:24620/20:00007081 - isvavai.cz</a>

Result on the web

<a href="https://link.springer.com/chapter/10.1007/978-3-030-33146-7_66" target="_blank" >https://link.springer.com/chapter/10.1007/978-3-030-33146-7_66</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1007/978-3-030-33146-7_66" target="_blank" >10.1007/978-3-030-33146-7_66</a>

Result language

angličtina

Original language name

Determination of Mechanical Properties of FRP by Bending Test

Original language description

The determination of the mechanical properties of the designing materials is carried out in various ways by using standard procedures. The basic test is the tensile test, from which it is possible to determine directly Young’s tensile modulus-E [Pa]. Some materials can not be tested by this procedure. These are mainly building materials (concrete), some plastics and composites, glass and ceramics. The biggest problem of these materials is the clamping of the ends of the test specimens in the jaws of the tearing machine. The tensile test is replaced for these materials by a bending test to determine the mechanical properties. The bending test can be performed with a simple supported beam, which is loaded with alone force—it is a three-point bend test or a beam that is loaded with a pair of forces—it is a four-point bend test. The bending modulus and the stiffness characteristics of the material are results of measurement. Bending modulus can be recalculated using the cross-sectional characteristics of the test specimen to the tensile modulus. The article describes the basic differences between the two variants of the bending test, the course of loading and deformation. The results obtained by measuring on composite specimens were verified using mathematical models and their degree of agreement was determined.

Czech name

—

Czech description

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Type

D - Article in proceedings

CEP classification

—

OECD FORD branch

20505 - Composites (including laminates, reinforced plastics, cermets, combined natural and synthetic fibre fabrics; filled composites)

Project

<a href="/en/project/EF16_025%2F0007293" target="_blank" >EF16_025/0007293: Modular platform for autonomous chassis of specialized electric vehicles for freight and equipment transportation</a><br>

Continuities

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year

2020

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection

Lecture Notes in Mechanical Engineering

ISBN

978-303033145-0

ISSN

2195-4356

e-ISSN

—

Number of pages

7

Pages from-to

581-587

Publisher name

Springer International Publishing

Place of publication

Switzerland

Event location

Demänovská dolina

Event date

Jan 1, 2018

Type of event by nationality

EUR - Evropská akce

UT code for WoS article

000613081400066