"RIV/00216305:26110/14:PU108954" . "Zes\u00EDlen\u00ED sloup\u016F ovinut\u00EDm FRP tkaninou" . . "P\u0159\u00EDsp\u011Bvek se zab\u00FDv\u00E1 zesilov\u00E1n\u00EDm konstrukc\u00ED ze pou\u017Eit\u00ED kompozitn\u00EDch materi\u00E1l\u016F, p\u0159i\u010Dem\u017E bl\u00ED\u017Ee pojedn\u00E1v\u00E1 o zes\u00EDlen\u00ED prvk\u016F ovinut\u00EDm FRP (fibre reinforced polymer) tkaninou. Tyto vl\u00E1kny vyztu\u017Een\u00E9 kompozity jsou v oblasti n\u00E1vrhu a sanace betonov\u00FDch konstrukc\u00ED v posledn\u00EDch dek\u00E1d\u00E1ch \u0161iroce vyu\u017E\u00EDv\u00E1ny p\u0159edev\u0161\u00EDm z d\u016Fvodu jejich vysok\u00E9 tahov\u00E9 pevnosti, korozivn\u00ED odolnosti a velmi mal\u00FDm prostorov\u00FDm n\u00E1rok\u016Fm (zesilovan\u00FD prvek si ponech\u00E1v\u00E1 i po proveden\u00ED zes\u00EDlen\u00ED t\u00E9m\u011B\u0159 p\u016Fvodn\u00ED rozm\u011Bry). V porovn\u00E1n\u00ED s konven\u010Dn\u00EDmi zp\u016Fsoby zes\u00EDlen\u00ED je proces aplikace zes\u00EDlen\u00ED kompozity relativn\u011B rychl\u00FD a nen\u00E1ro\u010Dn\u00FD. Ov\u0161em jako problematick\u00E9 se jev\u00ED stanoven\u00ED v\u00FDsledn\u00FDch \u00FA\u010Dink\u016F prvk\u016F zes\u00EDlen\u00FDch ovitnut\u00EDm FRP tkaninou. Existuje mnoho normativn\u00EDch postup\u016F a p\u0159edpis\u016F pro n\u00E1vrh zes\u00EDlen\u00ED tla\u010Den\u00FDch prvk\u016F ovinut\u00EDm. Ov\u0161em, jak bude d\u00E1le pouk\u00E1z\u00E1no v textu, mezi r\u016Fzn\u00FDmi p\u0159\u00EDstupy panuje zna\u010Dn\u00FD rozptyl ve v\u00FDsledn\u00FDch charakteristik\u00E1ch zes\u00EDlen" . "Semin\u00E1\u0159 FRP v\u00FDztu\u017Ee; Sborn\u00EDk" . . "57319" . . "P\u0159\u00EDsp\u011Bvek se zab\u00FDv\u00E1 zesilov\u00E1n\u00EDm konstrukc\u00ED ze pou\u017Eit\u00ED kompozitn\u00EDch materi\u00E1l\u016F, p\u0159i\u010Dem\u017E bl\u00ED\u017Ee pojedn\u00E1v\u00E1 o zes\u00EDlen\u00ED prvk\u016F ovinut\u00EDm FRP (fibre reinforced polymer) tkaninou. Tyto vl\u00E1kny vyztu\u017Een\u00E9 kompozity jsou v oblasti n\u00E1vrhu a sanace betonov\u00FDch konstrukc\u00ED v posledn\u00EDch dek\u00E1d\u00E1ch \u0161iroce vyu\u017E\u00EDv\u00E1ny p\u0159edev\u0161\u00EDm z d\u016Fvodu jejich vysok\u00E9 tahov\u00E9 pevnosti, korozivn\u00ED odolnosti a velmi mal\u00FDm prostorov\u00FDm n\u00E1rok\u016Fm (zesilovan\u00FD prvek si ponech\u00E1v\u00E1 i po proveden\u00ED zes\u00EDlen\u00ED t\u00E9m\u011B\u0159 p\u016Fvodn\u00ED rozm\u011Bry). V porovn\u00E1n\u00ED s konven\u010Dn\u00EDmi zp\u016Fsoby zes\u00EDlen\u00ED je proces aplikace zes\u00EDlen\u00ED kompozity relativn\u011B rychl\u00FD a nen\u00E1ro\u010Dn\u00FD. Ov\u0161em jako problematick\u00E9 se jev\u00ED stanoven\u00ED v\u00FDsledn\u00FDch \u00FA\u010Dink\u016F prvk\u016F zes\u00EDlen\u00FDch ovitnut\u00EDm FRP tkaninou. Existuje mnoho normativn\u00EDch postup\u016F a p\u0159edpis\u016F pro n\u00E1vrh zes\u00EDlen\u00ED tla\u010Den\u00FDch prvk\u016F ovinut\u00EDm. Ov\u0161em, jak bude d\u00E1le pouk\u00E1z\u00E1no v textu, mezi r\u016Fzn\u00FDmi p\u0159\u00EDstupy panuje zna\u010Dn\u00FD rozptyl ve v\u00FDsledn\u00FDch charakteristik\u00E1ch zes\u00EDlen"@cs . . "2014-04-29+02:00"^^ . "Girgle, Franti\u0161ek" . . . . "3"^^ . "column, reinforced concrete, confinement, fabric"@en . . . "Confined reinforced concrete column strengthened by FRP fabrics"@en . "978-80-214-4925-1" . . "3"^^ . . "The paper deals with the strengthening of structures using composite materials , the closer is about reinforcement elements by wrapping FRP ( fiber reinforced polymer) fabric. These fiber-reinforced composites are widely used in the design and maintenance of concrete structures in recent decades mainly because of their high tensile strength , corrosion resistance and a very small space requirements ( strengthened element retains even after strengthening almost original dimensions) . Compared with conventional process of strengthening by application of composites relatively quick and inexpensive . However, it appears to be problematic determination of the resulting effects of confined elements with FRP fabric . There are many normative procedures and regulations for the design of gain compression elements wrapping . However , as will be pointed out herein, among various approaches , there is a significant variance in the characteristics of the resulting strengthened element. Many of the design method"@en . . "Confined reinforced concrete column strengthened by FRP fabrics"@en . "Zes\u00EDlen\u00ED sloup\u016F ovinut\u00EDm FRP tkaninou"@cs . "Mansour, Mohamad" . "Brno" . "Vysok\u00E9 u\u010Den\u00ED technick\u00E9 v Brn\u011B. Fakulta stavebn\u00ED" . "Brno" . "26110" . "Zes\u00EDlen\u00ED sloup\u016F ovinut\u00EDm FRP tkaninou" . "Mansour, Mohamad" . "Kostiha, Vojt\u011Bch" . "P(EE2.3.30.0005)" . . . "RIV/00216305:26110/14:PU108954!RIV15-MSM-26110___" . "[937EF31FF5AD]" . "Zes\u00EDlen\u00ED sloup\u016F ovinut\u00EDm FRP tkaninou"@cs . . . "12"^^ . . .