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  • 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 (en)
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 (en)
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 (en)
skos:notation
  • RIV/00216305:26110/12:PU99199!RIV13-GA0-26110___
http://linked.open...avai/predkladatel
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(ED2.1.00/03.0097), P(GD103/09/H085), S
http://linked.open...iv/cisloPeriodika
  • 3
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 174182
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/12:PU99199
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Theoretical analysis, experimental verification, resistance, steel, timber, beam, strengthening, carbon fibre-reinforced polymer, composites, external reinforcement, plasticity, elasticity. (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • US - Spojené státy americké
http://linked.open...ontrolniKodProRIV
  • [1723169AAE6A]
http://linked.open...i/riv/nazevZdroje
  • International Journal of Mechanics
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...v/svazekPeriodika
  • 6 (2012)
http://linked.open...iv/tvurceVysledku
  • Karmazínová, Marcela
issn
  • 1998-4448
number of pages
http://localhost/t...ganizacniJednotka
  • 26110
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