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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F04%3APU47343%21RIV11-MSM-26110___
rdf:type
n4:Vysledek skos:Concept
dcterms:description
The paper describes the production, preparation, carrying out and evaluation of static load tests of simple reinforced concrete (RC) girders, stressed in four-point bending. The paper also describes the experimental tests used to obtain the material properties of concrete and concrete reinforcement that are used for the production of RC girders. Experimentally obtained values of ultimate bearing capacity were compared to numerically obtained values. Numerical analyses were carried out using the ATENA non-linear FEM system with utilization of experimentally found and statistically elaborated material characteristics. At the end of the paper, the experiments are compared with numerical analyses. The paper describes the production, preparation, carrying out and evaluation of static load tests of simple reinforced concrete (RC) girders, stressed in four-point bending. The paper also describes the experimental tests used to obtain the material properties of concrete and concrete reinforcement that are used for the production of RC girders. Experimentally obtained values of ultimate bearing capacity were compared to numerically obtained values. Numerical analyses were carried out using the ATENA non-linear FEM system with utilization of experimentally found and statistically elaborated material characteristics. At the end of the paper, the experiments are compared with numerical analyses.
dcterms:title
Modelling the bahaviour of RC girders tested to failure Modelling the bahaviour of RC girders tested to failure
skos:prefLabel
Modelling the bahaviour of RC girders tested to failure Modelling the bahaviour of RC girders tested to failure
skos:notation
RIV/00216305:26110/04:PU47343!RIV11-MSM-26110___
n3:aktivita
n5:P n5:V n5:Z
n3:aktivity
P(GP103/02/P083), V, Z(MSM 261100007)
n3:dodaniDat
n11:2011
n3:domaciTvurceVysledku
n7:1518933
n3:druhVysledku
n19:D
n3:duvernostUdaju
n10:S
n3:entitaPredkladatele
n15:predkladatel
n3:idSjednocenehoVysledku
574065
n3:idVysledku
RIV/00216305:26110/04:PU47343
n3:jazykVysledku
n21:eng
n3:klicovaSlova
FEA, RC girder, concrete, non-linear, experiment, ultimate bearing capacity
n3:klicoveSlovo
n6:RC%20girder n6:experiment n6:non-linear n6:concrete n6:FEA n6:ultimate%20bearing%20capacity
n3:kontrolniKodProRIV
[F77821B23BDF]
n3:mistoKonaniAkce
Lisbon
n3:mistoVydani
Lisabon, Portugalsko
n3:nazevZdroje
Proceedings of the 7th International Conference on Computational Structures Technology
n3:obor
n13:JM
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
1
n3:projekt
n9:GP103%2F02%2FP083
n3:rokUplatneniVysledku
n11:2004
n3:tvurceVysledku
Pěnčík, Jan
n3:typAkce
n20:WRD
n3:zahajeniAkce
2004-09-07+02:00
n3:zamer
n17:MSM%20261100007
s:numberOfPages
2
n8:hasPublisher
Civil-Comp Press
n14:isbn
0-948749-93-8
n22:organizacniJednotka
26110