Application of Textile Reinforced Concrete for Strengthening of Bending Concrete Elements

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F15%3A00231876" target="_blank" >RIV/68407700:21110/15:00231876 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Application of Textile Reinforced Concrete for Strengthening of Bending Concrete Elements

Original language description

This contribution deals with possible application of newly developed textile reinforced concrete for strengthening of existing concrete load-bearing structures. Fine grain concrete with compressive strength over 100 MPa, maximum grain size 1.2 mm and water-binder ratio 0.29 together with glass textile reinforcement was used in the experimental program. Specimens 100 x 100 x 400 mm from ordinary concrete C 30/37 has been strengthened on bending side by 1, 3 and 5 five layers of glass textile. The effectof strengthening was determined by four-point bending test controlled by increase of deformation. Excellent cohesion of concrete surface layer and the strengthening layer during bending test has been approved.

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

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Continuities

S - Specificky vyzkum na vysokych skolach

Publication year

2015

Confidentiality

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

Article name in the collection

Experimental Stress Analysis 2015

ISBN

978-80-01-05734-6

ISSN

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e-ISSN

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Number of pages

2

Pages from-to

55-56

Publisher name

Czech Technical University in Prague

Place of publication

Praha

Event location

Český Krumlov

Event date

Jun 1, 2015

Type of event by nationality

EUR - Evropská akce

UT code for WoS article

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