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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F12%3APU99199%21RIV13-GA0-26110___
rdf:type
skos:Concept n9:Vysledek
dcterms:description
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 CFRP lamellas) ste 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 CFRP lamellas) ste
dcterms:title
Theoretical Analysis and Experimental Verification of Moment Resistance of Steel and Timber Beams Strengthened by External CFRP Composites Theoretical Analysis and Experimental Verification of Moment Resistance of Steel and Timber Beams Strengthened by External CFRP Composites
skos:prefLabel
Theoretical Analysis and Experimental Verification of Moment Resistance of Steel and Timber Beams Strengthened by External CFRP Composites Theoretical Analysis and Experimental Verification of Moment Resistance of Steel and Timber Beams Strengthened by External CFRP Composites
skos:notation
RIV/00216305:26110/12:PU99199!RIV13-GA0-26110___
n9:predkladatel
n10:orjk%3A26110
n3:aktivita
n12:S n12:P
n3:aktivity
P(ED2.1.00/03.0097), P(GD103/09/H085), S
n3:cisloPeriodika
3
n3:dodaniDat
n15:2013
n3:domaciTvurceVysledku
n18:7369298
n3:druhVysledku
n7:J
n3:duvernostUdaju
n6:S
n3:entitaPredkladatele
n11:predkladatel
n3:idSjednocenehoVysledku
174182
n3:idVysledku
RIV/00216305:26110/12:PU99199
n3:jazykVysledku
n17:eng
n3:klicovaSlova
Theoretical analysis, experimental verification, resistance, steel, timber, beam, strengthening, carbon fibre-reinforced polymer, composites, external reinforcement, plasticity, elasticity.
n3:klicoveSlovo
n4:composites n4:plasticity n4:strengthening n4:Theoretical%20analysis n4:experimental%20verification n4:resistance n4:steel n4:timber n4:beam n4:external%20reinforcement n4:carbon%20fibre-reinforced%20polymer n4:elasticity.
n3:kodStatuVydavatele
US - Spojené státy americké
n3:kontrolniKodProRIV
[1723169AAE6A]
n3:nazevZdroje
International Journal of Mechanics
n3:obor
n13:JM
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
1
n3:projekt
n16:ED2.1.00%2F03.0097 n16:GD103%2F09%2FH085
n3:rokUplatneniVysledku
n15:2012
n3:svazekPeriodika
6 (2012)
n3:tvurceVysledku
Karmazínová, Marcela
s:issn
1998-4448
s:numberOfPages
11
n19:organizacniJednotka
26110