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Statements

Subject Item
n2:RIV%2F68407700%3A21110%2F12%3A00194566%21RIV13-MSM-21110___
rdf:type
n3:Vysledek skos:Concept
dcterms:description
The aim of the research is design and analysis of new bridge deck panel made of glass fibber reinforced polymer (GFRP). Use of GFRP in construction is rapidly growing in last few years. The reason for use GFRP is its low self weight in compare of strength and high resistance against weather influenced degradation resulting in long life. Using GFRP for the construction of the bridge deck leads to lightweight construction that can pass the required wheel load. Lightweight design is appreciated for temporary bridge which is expected to be transported and assembled often on places of current need. Long durability and resistance against weather degradation also reduces maintenance costs of bridge deck. Design of deck panel will be done on the base of loading experiments and FEM analysis. The main use of CFRP bridge deck panel is for temporary bridge but it is possible to extend its use on permanent or movable bridges. The aim of the research is design and analysis of new bridge deck panel made of glass fibber reinforced polymer (GFRP). Use of GFRP in construction is rapidly growing in last few years. The reason for use GFRP is its low self weight in compare of strength and high resistance against weather influenced degradation resulting in long life. Using GFRP for the construction of the bridge deck leads to lightweight construction that can pass the required wheel load. Lightweight design is appreciated for temporary bridge which is expected to be transported and assembled often on places of current need. Long durability and resistance against weather degradation also reduces maintenance costs of bridge deck. Design of deck panel will be done on the base of loading experiments and FEM analysis. The main use of CFRP bridge deck panel is for temporary bridge but it is possible to extend its use on permanent or movable bridges.
dcterms:title
GFRP BRIDGE DECK FOR TEMPORARY BRIDGE GFRP BRIDGE DECK FOR TEMPORARY BRIDGE
skos:prefLabel
GFRP BRIDGE DECK FOR TEMPORARY BRIDGE GFRP BRIDGE DECK FOR TEMPORARY BRIDGE
skos:notation
RIV/68407700:21110/12:00194566!RIV13-MSM-21110___
n3:predkladatel
n7:orjk%3A21110
n4:aktivita
n13:S
n4:aktivity
S
n4:dodaniDat
n5:2013
n4:domaciTvurceVysledku
n12:6308570 n12:3579298
n4:druhVysledku
n14:O
n4:duvernostUdaju
n17:S
n4:entitaPredkladatele
n11:predkladatel
n4:idSjednocenehoVysledku
138143
n4:idVysledku
RIV/68407700:21110/12:00194566
n4:jazykVysledku
n15:eng
n4:klicovaSlova
GFRP; bridge deck; temporary bridge; FEM analysis; load tests
n4:klicoveSlovo
n9:load%20tests n9:temporary%20bridge n9:bridge%20deck n9:GFRP n9:FEM%20analysis
n4:kontrolniKodProRIV
[9F46C3BC74A1]
n4:obor
n8:JN
n4:pocetDomacichTvurcuVysledku
2
n4:pocetTvurcuVysledku
2
n4:rokUplatneniVysledku
n5:2012
n4:tvurceVysledku
Rotter, Tomáš Vovesný, Martin
n16:organizacniJednotka
21110