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  • The monitoring of deformations of the stone structure of Charles Bridge in Prague proved the gravity and relevance of nonstress effects (temperature, moisture content) on cyclic deformations and permanent strain accompanied by a gradual disintegration of its stone masonry, growing tilt of the breast walls, and development of cracks in the masonry of the stone bridge structure. Each deformation cycle is accompanied by a gradual growth in permanent deformations. The %22unmanifested%22 primary deformation due to, e.g., a temperature change causes a mechanical state of tension, and it is mainly the tensile stresses thus arising that contribute to the development of tensile cracks in the stone masonry.
  • The monitoring of deformations of the stone structure of Charles Bridge in Prague proved the gravity and relevance of nonstress effects (temperature, moisture content) on cyclic deformations and permanent strain accompanied by a gradual disintegration of its stone masonry, growing tilt of the breast walls, and development of cracks in the masonry of the stone bridge structure. Each deformation cycle is accompanied by a gradual growth in permanent deformations. The %22unmanifested%22 primary deformation due to, e.g., a temperature change causes a mechanical state of tension, and it is mainly the tensile stresses thus arising that contribute to the development of tensile cracks in the stone masonry. (en)
  • Monitorování deformací kamené konstrukce Karlova mostu v Praze prokázalo závažnost nesilových účinků (teplota, vlhkost) na cyklických deformacích a napjatosti spojené s postupnou degradací kameného zdiva, nárůstem odklonu poprsních zdí a s rozvojem trhlin ve zdivu kamené mostní konstrukce. (cs)
Title
  • Failure Resistance of the Historic Stone Bridge Structure of Charles Bridge. I: Susceptibility to Nonstress Effects
  • Odolnost historické kamené konstrukce Karlova mostu 2: Citlivost na nesilové účinky (cs)
  • Failure Resistance of the Historic Stone Bridge Structure of Charles Bridge. I: Susceptibility to Nonstress Effects (en)
skos:prefLabel
  • Failure Resistance of the Historic Stone Bridge Structure of Charles Bridge. I: Susceptibility to Nonstress Effects
  • Odolnost historické kamené konstrukce Karlova mostu 2: Citlivost na nesilové účinky (cs)
  • Failure Resistance of the Historic Stone Bridge Structure of Charles Bridge. I: Susceptibility to Nonstress Effects (en)
skos:notation
  • RIV/68407700:21110/08:01142895!RIV09-MSM-21110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • Z(MSM6840770001)
http://linked.open...iv/cisloPeriodika
  • 2
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 367590
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21110/08:01142895
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • concrete slab; cyclic effects; damage; disintegration; interaction; moisture; non-stress effects; permanent deformations; stone vault bridge structure; temperature (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...odStatuVydavatele
  • US - Spojené státy americké
http://linked.open...ontrolniKodProRIV
  • [11B825465E39]
http://linked.open...i/riv/nazevZdroje
  • Journal of Performance of Constructed Facilities
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...v/svazekPeriodika
  • 22
http://linked.open...iv/tvurceVysledku
  • Witzany, Jiří
  • Zigler, Radek
  • Čejka, Tomáš
http://linked.open...ain/vavai/riv/wos
  • 000254426800003
http://linked.open...n/vavai/riv/zamer
issn
  • 0887-3828
number of pages
http://localhost/t...ganizacniJednotka
  • 21110
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