Theoretical Analysis and Experimental Verification of Moment Resistance of Steel and Timber Beams Strengthened by External CFRP Composites

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F12%3APU99199" target="_blank" >RIV/00216305:26110/12:PU99199 - 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

Theoretical Analysis and Experimental Verification of Moment Resistance of Steel and Timber Beams Strengthened by External CFRP Composites

Popis výsledku v původním jazyce

The paper is focused on problems of the application of external reinforcement based on FRP composites for strengthening steel and timber beams to increase their bending moment resistance. Strengthening steel or timber beams using external bonded CFRP composites can appear the advanced way, but the result effect of this reinforcing can be questionable. In this paper the brief information on some results of the research oriented to the investigation of the actual behaviour and resistance of steel and timber beams strengthened by CFRP reinforcement is presented. With respect to practical usage and requirements the attention is paid to the strengthening by externally bonded carbon lamellas. For this problem solution the theoretical analysis and experimental verification mainly are utilized. This paper shows the results and evaluation of experiments realized so far, to verify the actual behaviour and to obtain the objective resistance of reinforced (i.e. externally strengthened by bonded CF

Název v anglickém jazyce

Theoretical Analysis and Experimental Verification of Moment Resistance of Steel and Timber Beams Strengthened by External CFRP Composites

Popis výsledku anglicky

The paper is focused on problems of the application of external reinforcement based on FRP composites for strengthening steel and timber beams to increase their bending moment resistance. Strengthening steel or timber beams using external bonded CFRP composites can appear the advanced way, but the result effect of this reinforcing can be questionable. In this paper the brief information on some results of the research oriented to the investigation of the actual behaviour and resistance of steel and timber beams strengthened by CFRP reinforcement is presented. With respect to practical usage and requirements the attention is paid to the strengthening by externally bonded carbon lamellas. For this problem solution the theoretical analysis and experimental verification mainly are utilized. This paper shows the results and evaluation of experiments realized so far, to verify the actual behaviour and to obtain the objective resistance of reinforced (i.e. externally strengthened by bonded CF

Druh

J_x - Nezařazeno - Článek v odborném periodiku (Jimp, Jsc a Jost)

CEP obor

JM - Inženýrské stavitelství

OECD FORD obor

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Projekt

Výsledek vznikl pri realizaci vícero projektů. Více informací v záložce Projekty.

Návaznosti

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

Rok uplatnění

2012

Kód důvěrnosti údajů

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

Název periodika

International Journal of Mechanics

ISSN

1998-4448

e-ISSN

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Svazek periodika

6 (2012)

Číslo periodika v rámci svazku

3

Stát vydavatele periodika

US - Spojené státy americké

Počet stran výsledku

11

Strana od-do

168-178

Kód UT WoS článku

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EID výsledku v databázi Scopus

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