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  • In this experimental study, the influence of the high intensity dynamic cyclic loading on the change of the modal characteristics of the prestressed concrete slab was monitored. The cyclic load was applied to the slab in several steps. Before the test and after each load step the dynamic response of the slab was measured Modal characteristics of the slab, which were measured after each load step, were mutually compared. Changes of natural frequencies f(j) of the slab were computed first. For the comparison of natural modes, changes of a mode surface curvature CAMOSUC(j),x, changes of a modal flexibility matrix [] and the second derivative of changes of diagonal members of a modal flexibility matrix [] were used.
  • In this experimental study, the influence of the high intensity dynamic cyclic loading on the change of the modal characteristics of the prestressed concrete slab was monitored. The cyclic load was applied to the slab in several steps. Before the test and after each load step the dynamic response of the slab was measured Modal characteristics of the slab, which were measured after each load step, were mutually compared. Changes of natural frequencies f(j) of the slab were computed first. For the comparison of natural modes, changes of a mode surface curvature CAMOSUC(j),x, changes of a modal flexibility matrix [] and the second derivative of changes of diagonal members of a modal flexibility matrix [] were used. (en)
  • V této experimentální studii byl zkoumán vliv dynamického vysokocyklyckého zatěžování na změnu chování desky z předpjatého betonu. Deska byla zatěžována cyklickým únavovým zatížením v několika krocích. Před začátkem zatěžování a po každém zatěžovacím kroku byla provedena experimentální modální analýza. Zjištěné modální charakteristiky byly vzájemně porovnány. Pro porovnání byla použita změna vlastní frekvence desky f(j) , změna křivosti tvarů vlastního kmitání CAMOSUC(j),x, změna matice modální poddajnosti [] a druhá derivace změny diagonálních členů matice modální poddajnosti []. (cs)
Title
  • Monitoring of Modal Characteristic Change of a Prestressed Concrete Element in Dependence on Dynamic Fatigue Loading
  • Monitoring of Modal Characteristic Change of a Prestressed Concrete Element in Dependence on Dynamic Fatigue Loading (en)
  • Sledování změn modálních charakteristik předpjatého betonového prvku v závislosti na dynamickém únavovém namáhání (cs)
skos:prefLabel
  • Monitoring of Modal Characteristic Change of a Prestressed Concrete Element in Dependence on Dynamic Fatigue Loading
  • Monitoring of Modal Characteristic Change of a Prestressed Concrete Element in Dependence on Dynamic Fatigue Loading (en)
  • Sledování změn modálních charakteristik předpjatého betonového prvku v závislosti na dynamickém únavovém namáhání (cs)
skos:notation
  • RIV/68407700:21110/06:01121642!RIV07-GA0-21110___
http://linked.open.../vavai/riv/strany
  • 107 ; 108
http://linked.open...avai/riv/aktivita
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  • P(GP103/05/P302)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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http://linked.open...iv/duvernostUdaju
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  • 486711
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/06:01121642
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http://linked.open.../riv/klicovaSlova
  • CAMOSUC; COMAC; damage; damage detection; dynamic cyclic loading; modal analysis; modal flexibility matrix; natural frequency; natural mode; prestressed concrete (en)
http://linked.open.../riv/klicoveSlovo
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  • [F4A90BF0C09B]
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  • Trogir
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  • Trogir
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  • 5th ICCSM Extended Abstracts of the 5th International Congress of Croatian Society of Mechanics
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http://linked.open...ichTvurcuVysledku
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http://linked.open...UplatneniVysledku
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  • Plachý, Tomáš
  • Polák, Michal
  • Rezek, Antonín
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http://linked.open.../riv/zahajeniAkce
number of pages
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  • Croatian Society of Mechanics
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  • 953-96243-8-X
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  • 21110
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