The critical temperature difference of nanocompsite ceramic materials was researched.
研究了纳米复合陶瓷材料的抗热震临界温差；
By the perturbation method, the formula of the critical temperature difference may be found and the error of which may also be estimated.
采用摄动理论，本文导出了路面板临界铺设温差的渐近表达式并给出了误差分析。
In this paper, the thermal buckling of concrete pavements as well as the critical temperature difference are investigated by using experimental methods.
本文用实验方法研究了刚性路面热胀屈曲的力学机制与临界铺设温差。
The emphasis is placed on the calculations of the critical temperature difference of the possible crystallization for the metastable graphite under a given crystallizing condition.
重点给出在一个结晶条件下亚稳相石墨可能结晶的临界温度差的计算。
The difference in character between the gas adsorptions below and above the critical temperature is described.
指出了气体在临界温度以上吸附与临界温度以下吸附的不同之处；
Usually, the critical temperature variation of concrete pavement is defied as the difference between thermal buckling temperature and the pavement formation temperature.
混凝土路面板的热屈曲因板的热压应力引起，而混凝土路面板的临界变温可定义为路面板屈曲时的温度与铺设成型时的温度之差。
Usually, the critical temperature variation of concrete pavement is defied as the difference between thermal buckling temperature and the pavement formation temperature.
混凝土路面板的热屈曲因板的热压应力引起，而混凝土路面板的临界变温可定义为路面板屈曲时的温度与铺设成型时的温度之差。
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