A kind of neat asphalt and three kinds of diatomite asphalt are tested using differential scanning calorimetry（DSC）. The anti-cracking mechanism of diatomite asphalt is analyzed by DSC and the thermal stress restrai...A kind of neat asphalt and three kinds of diatomite asphalt are tested using differential scanning calorimetry（DSC）. The anti-cracking mechanism of diatomite asphalt is analyzed by DSC and the thermal stress restrained specimen test（TSRST） of the asphalt mixtures. The results show that the low temperature performance of diatomite asphalt is better than that of neat asphalt. The glass transition temperature can reflect the low temperature performance of the diatomite asphalt better and has a good relationship with breaking temperatures. Besides, the TSRST, the bending test, the compressing test and the contraction coefficient test are used to study the low temperature performance of the diatomite asphalt mixture. The results prove that the low temperature performance of the diatomite asphalt mixture is better than that of the neat asphalt mixture. The critical bending strain energy density and the compressing strain energy density of the diatomite asphalt mixture are greater than those of the neat asphalt mixture. After adding diatomite to the asphalt mixture, the contraction coefficient is reduced. Based on the above results, the anti-cracking mechanism of the diatomite asphalt mixture is analyzed from the angle of contraction performance and breaking energy.展开更多
The liquidus and solidus temperatures of FeCrAl stainless steel were determined by differential scanning calorimetry（DSC） at different heating rates. They were also calculated by Thermo-calc software and empirical f...The liquidus and solidus temperatures of FeCrAl stainless steel were determined by differential scanning calorimetry（DSC） at different heating rates. They were also calculated by Thermo-calc software and empirical formulae separately. The accuracy of calculation results was assessed by comparison with the corresponding DSC results. The liquidus temperatures calculated by empirical formulae, which exhibited a maximum deviation of 8.6℃ were more accurate than those calculated using Thermo-calc, which exhibited a maximum deviation of 12.11℃. On the basis of Thermo-calc calculations performed under the Scheil model, the solidus temperature could be well determined from solid fraction（fS） vs. temperature（t） curves at fS = 0.99. Furthermore, a theoretical analysis to determine the solidus temperature with this method was also provided.展开更多
采用差示扫描量热法研究不同温度及储藏时间下小麦淀粉不同组分(小麦总淀粉、小麦A淀粉、小麦B淀粉)的老化动力学及最大冷冻浓缩状态下玻璃化转变温度(glass transition temperature of the maximally freezeconcentrated state,T_g’)...采用差示扫描量热法研究不同温度及储藏时间下小麦淀粉不同组分(小麦总淀粉、小麦A淀粉、小麦B淀粉)的老化动力学及最大冷冻浓缩状态下玻璃化转变温度(glass transition temperature of the maximally freezeconcentrated state,T_g’)。测定小麦淀粉各组分于-18、-5、4、22℃储藏3~21 d的老化度、T_g’及非冻结水含量。结果表明,不同淀粉组分在-18℃下储藏未发生老化,而在-5、4、22℃条件下储藏会发生老化,且4℃时的老化度最大,22℃时的老化度最小,-5℃时的老化度居两者之间;小麦B淀粉的T_g’比A淀粉的T_g’高。小麦淀粉不同组分老化动力学存在差异,小麦A淀粉的老化度较总淀粉及B淀粉大;非冻结水的含量对不同组分小麦淀粉T_g’有很大影响。展开更多
基金The National Natural Science Foundation of China(No.50778057)
文摘A kind of neat asphalt and three kinds of diatomite asphalt are tested using differential scanning calorimetry（DSC）. The anti-cracking mechanism of diatomite asphalt is analyzed by DSC and the thermal stress restrained specimen test（TSRST） of the asphalt mixtures. The results show that the low temperature performance of diatomite asphalt is better than that of neat asphalt. The glass transition temperature can reflect the low temperature performance of the diatomite asphalt better and has a good relationship with breaking temperatures. Besides, the TSRST, the bending test, the compressing test and the contraction coefficient test are used to study the low temperature performance of the diatomite asphalt mixture. The results prove that the low temperature performance of the diatomite asphalt mixture is better than that of the neat asphalt mixture. The critical bending strain energy density and the compressing strain energy density of the diatomite asphalt mixture are greater than those of the neat asphalt mixture. After adding diatomite to the asphalt mixture, the contraction coefficient is reduced. Based on the above results, the anti-cracking mechanism of the diatomite asphalt mixture is analyzed from the angle of contraction performance and breaking energy.
基金financially supported by the National Natural Science Foundation of China (No. 51374023)
文摘The liquidus and solidus temperatures of FeCrAl stainless steel were determined by differential scanning calorimetry（DSC） at different heating rates. They were also calculated by Thermo-calc software and empirical formulae separately. The accuracy of calculation results was assessed by comparison with the corresponding DSC results. The liquidus temperatures calculated by empirical formulae, which exhibited a maximum deviation of 8.6℃ were more accurate than those calculated using Thermo-calc, which exhibited a maximum deviation of 12.11℃. On the basis of Thermo-calc calculations performed under the Scheil model, the solidus temperature could be well determined from solid fraction（fS） vs. temperature（t） curves at fS = 0.99. Furthermore, a theoretical analysis to determine the solidus temperature with this method was also provided.
文摘采用差示扫描量热法研究不同温度及储藏时间下小麦淀粉不同组分(小麦总淀粉、小麦A淀粉、小麦B淀粉)的老化动力学及最大冷冻浓缩状态下玻璃化转变温度(glass transition temperature of the maximally freezeconcentrated state,T_g’)。测定小麦淀粉各组分于-18、-5、4、22℃储藏3~21 d的老化度、T_g’及非冻结水含量。结果表明,不同淀粉组分在-18℃下储藏未发生老化,而在-5、4、22℃条件下储藏会发生老化,且4℃时的老化度最大,22℃时的老化度最小,-5℃时的老化度居两者之间;小麦B淀粉的T_g’比A淀粉的T_g’高。小麦淀粉不同组分老化动力学存在差异,小麦A淀粉的老化度较总淀粉及B淀粉大;非冻结水的含量对不同组分小麦淀粉T_g’有很大影响。
