Timber beams with external strengthening based on CFRP and GFRP composites

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F13%3APU107561" target="_blank" >RIV/00216305:26110/13:PU107561 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Timber beams with external strengthening based on CFRP and GFRP composites

Popis výsledku v původním jazyce

The paper is focused on the possibilities of the usage of fibre-reinforced polymers or polymer composites respectively, to strength timber structural members of load-bearing civil engineering structures, in the case of reconstructions, for example. Strengthening timber beams using external reinforcement based on carbon-fibre-reinforced or glass-fibre-reinforced polymer (CFRP or GFRP) composites appears the advanced way. The paper deals with the problems of the application of externally bonded lamellas based on CFRP and GFRP composites for strengthening timber beams to increase their load-carrying capacity and stiffness, in the case of reconstructions of existing building constructions (e.g. historical buildings), for example. During the process of thebeam resistance investigation the attention is mainly paid to increasing load-bearing capacity in connection with increasing stiffness of the beams strengthened by lamellas mentioned. In the paper, mainly the information obtained from the

Název v anglickém jazyce

Timber beams with external strengthening based on CFRP and GFRP composites

Popis výsledku anglicky

The paper is focused on the possibilities of the usage of fibre-reinforced polymers or polymer composites respectively, to strength timber structural members of load-bearing civil engineering structures, in the case of reconstructions, for example. Strengthening timber beams using external reinforcement based on carbon-fibre-reinforced or glass-fibre-reinforced polymer (CFRP or GFRP) composites appears the advanced way. The paper deals with the problems of the application of externally bonded lamellas based on CFRP and GFRP composites for strengthening timber beams to increase their load-carrying capacity and stiffness, in the case of reconstructions of existing building constructions (e.g. historical buildings), for example. During the process of thebeam resistance investigation the attention is mainly paid to increasing load-bearing capacity in connection with increasing stiffness of the beams strengthened by lamellas mentioned. In the paper, mainly the information obtained from the

Druh

D - Stať ve sborníku

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

<a href="/cs/project/ED2.1.00%2F03.0097" target="_blank" >ED2.1.00/03.0097: AdMaS - Pokročilé stavební materiály, konstrukce a technologie</a><br>

Návaznosti

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)<br>S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2013

Kód důvěrnosti údajů

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

Název statě ve sborníku

Research and Applications in Structural Engineering, Mechanics and Computation

ISBN

978-1-138-00061-2

ISSN

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e-ISSN

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Počet stran výsledku

6

Strana od-do

2427-2432

Název nakladatele

Taylor & Francis Group, London

Místo vydání

London

Místo konání akce

Cape Town

Datum konání akce

2. 9. 2013

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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