This paper introduces of the development and applica-tion of heavily burned mullited brick with high reractoriness under load low creep,which is made of andalusie fine and coarse grains (as aggregate),high alumina bau...This paper introduces of the development and applica-tion of heavily burned mullited brick with high reractoriness under load low creep,which is made of andalusie fine and coarse grains (as aggregate),high alumina bauxite produced in Yangquan county,clay produced in Guangxi provine,industrial alumina powder and silliman-ite powder (as matrix material) and a little amount of ad-ditives and bonded with synthetic bond.展开更多
Low-creep rate brick H1SS and H2SS have been studied in Luoyang Refractories Co., Ltd.on the basis of former results using different grade synthetic mullite and natural sillimanite concen-trate,Good microstructure and...Low-creep rate brick H1SS and H2SS have been studied in Luoyang Refractories Co., Ltd.on the basis of former results using different grade synthetic mullite and natural sillimanite concen-trate,Good microstructure and high temperature properties can be obtained by using high quality raw material and reasonable proportioning and technology.The creep values of H1SS and H2SS are less han 0.5% at 1400℃ and 0.45％ at 1350℃。展开更多
High-temperature creep properties of sintered uranium dioxide pellets with two grain sizes （9.0 μm and 23.8μm） were studied. The results indicate that the creep rate becomes a little faster with the reduction of t...High-temperature creep properties of sintered uranium dioxide pellets with two grain sizes （9.0 μm and 23.8μm） were studied. The results indicate that the creep rate becomes a little faster with the reduction of the uranium dioxide grain size at the same temperature and the same load. At the same temperature, the logarithmic value of the steady creep rate vs stress has linear relation, and with increasing load, the steady creep rate of the sintered uranium dioxide pellet increases. Under the same load, the steady creep rate of the sintered uranium dioxide pellet increases with increasing temperature; and the creep rates of sintered uranium dioxide pellet with the grain size of 9.0 μm and 23.8 μm under 10 MPa are almost the same. The creep process is controlled both by Nabarro--Herring creep and Hamper-Dorn creep for uranium dioxide pellet with grain size of 9.0 μm, while Hamper---Dora creep is the dominantmechanism for uranium dioxide with grain size of 23.8 μm.展开更多
The density of asphalt was measured with the pycnometer and densitometer. Creep properties of the asphalt were investigated with the bending beam rheometer at temperatures ranging from 0 ~C to -36 ~C. The asphalt dens...The density of asphalt was measured with the pycnometer and densitometer. Creep properties of the asphalt were investigated with the bending beam rheometer at temperatures ranging from 0 ~C to -36 ~C. The asphalt density data used to correlate with the creep properties were calculated from the regression equation of density and temperature. The asphalt sample used to determine the creep property was aged by the standard RTFOT test and the PAV test. The test results showed that the asphalt density had a linear relationship with temperature changes. The logarithm of the creep stiffness and the slope of the logarithm of the stiffness at 60 seconds all demonstrated a linear relationship with the density, and the regression coefficient of these data was around 0.99. The creep stiffness and the slope of the creep stiffness can be calculated from the asphalt density at the same temperature.展开更多
文摘This paper introduces of the development and applica-tion of heavily burned mullited brick with high reractoriness under load low creep,which is made of andalusie fine and coarse grains (as aggregate),high alumina bauxite produced in Yangquan county,clay produced in Guangxi provine,industrial alumina powder and silliman-ite powder (as matrix material) and a little amount of ad-ditives and bonded with synthetic bond.
文摘Low-creep rate brick H1SS and H2SS have been studied in Luoyang Refractories Co., Ltd.on the basis of former results using different grade synthetic mullite and natural sillimanite concen-trate,Good microstructure and high temperature properties can be obtained by using high quality raw material and reasonable proportioning and technology.The creep values of H1SS and H2SS are less han 0.5% at 1400℃ and 0.45％ at 1350℃。
基金Project(50874126)supported by the National Natural Science Foundation of China
文摘High-temperature creep properties of sintered uranium dioxide pellets with two grain sizes （9.0 μm and 23.8μm） were studied. The results indicate that the creep rate becomes a little faster with the reduction of the uranium dioxide grain size at the same temperature and the same load. At the same temperature, the logarithmic value of the steady creep rate vs stress has linear relation, and with increasing load, the steady creep rate of the sintered uranium dioxide pellet increases. Under the same load, the steady creep rate of the sintered uranium dioxide pellet increases with increasing temperature; and the creep rates of sintered uranium dioxide pellet with the grain size of 9.0 μm and 23.8 μm under 10 MPa are almost the same. The creep process is controlled both by Nabarro--Herring creep and Hamper-Dorn creep for uranium dioxide pellet with grain size of 9.0 μm, while Hamper---Dora creep is the dominantmechanism for uranium dioxide with grain size of 23.8 μm.
文摘The density of asphalt was measured with the pycnometer and densitometer. Creep properties of the asphalt were investigated with the bending beam rheometer at temperatures ranging from 0 ~C to -36 ~C. The asphalt density data used to correlate with the creep properties were calculated from the regression equation of density and temperature. The asphalt sample used to determine the creep property was aged by the standard RTFOT test and the PAV test. The test results showed that the asphalt density had a linear relationship with temperature changes. The logarithm of the creep stiffness and the slope of the logarithm of the stiffness at 60 seconds all demonstrated a linear relationship with the density, and the regression coefficient of these data was around 0.99. The creep stiffness and the slope of the creep stiffness can be calculated from the asphalt density at the same temperature.
