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The effect of σ-phase formation on long-term durability of SUPER 304H steel
Horváth, J. ; Král, Petr ; Janovec, J. ; Sklenička, Václav
This work presents results of the analysis of phases formed in a SUPER 304H steel during a medium-term static isothermal ageing (675 degrees C/15000 h). The investigations of the precipitates were especially focused on the occurrence of sigma-phase because its formation leads to the serious embrittlement. \nThe evaluation and distribution of brittle sigma-phase were determined on macroscopic level by using light microscopy/colour etching. The microstructure was also investigated on microscopic level by scanning electron microscopes Tescan Lyra 3 and JEOL JSM 5410 equipped by electron backscatter diffraction unit and by transmission electron microscope Jeol 2100F. This work also investigates the effect of sigma-phase formation on the impact strength of an aged state of SUPER 304H steel. For comparison reasons the microstructure and the mechanical properties of the initial as-received) state were also investigated. It was found that the formation of brittle sigma-phase in the aged and therefore degraded microstructure led to the significant decrease of the impact strength. The influence of brittle sigma-phase on long-term durability of the degraded steel regarding its insufficient impact strength is discussed.
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Vlastnosti cementových kompozitů s vláknovou výztuží
Jankech, Filip ; Sitek,, Libor (oponent) ; Bodnárová, Lenka (vedoucí práce)
Táto práca sa zaoberá zhrnutím poznatkov o možnosti využitia organických vlákien ako rozptýlenej výstuže do cementových kompozitov. Jedná sa konkrétne o zhrnutie poznatkov o druhoch a vlastnostiach syntetických a celulózových vlákien, ich vplyvoch na vlastnosti čerstvého a zatvrdnutého cementového kompozitu a konečne o popis požiarnej odolnosti cementových kompozitov a efektu organických vlákien na pôsobenie týchto kompozitov vo vysokých teplotách a v prítomnosti požiaru. Experimentálna časť má za úlohu overiť efekt celulózových vlákien na zvýšenie trvanlivosti cementového kompozitu pri vysokých teplotách.
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