1) heat-foil temperature
热-破坏温度
2) failure temperature
破坏温度
1.
Presented results include the column axial force-temperature evolution curve,column bending moment-temperature evolution curve,failure temperature of restrained column,difference between failure temperature of unrestrained and restrained-column,and difference between failure and buckling-temperature of restrained column.
分析结果包括各参数对钢柱轴力—温度关系曲线、钢柱跨中弯矩—温度关系曲线、约束钢柱破坏温度、无约束钢柱与约束钢柱破坏温度之差、约束钢柱破坏温度与屈曲温度之差的影响等。
2.
Some observations were: the greater the axial restraint stiffness,the lower the buckling temperature and the failure temperature;the greater the axial restraint stiffness,the smaller displacement after the column\'s buckling;the failure temperature of a restrained column is usually higher than the buckling temperature.
约束刚度大小对钢柱抗火性能的影响包括:约束刚度比大的钢柱,其屈曲温度和破坏温度均较低;钢柱屈曲后,约束刚度比大的钢柱在变形较小时即可达到新的平衡位置;约束钢柱的破坏温度一般高于其屈曲温度,且随轴向约束刚度比的增大,破坏温度与屈曲温度之差增大。
3.
The effects of the restraint stiffness ratio,the axial load ratio and the column slenderness on the buckling temperature and failure temperature of a restrained H-section steel column under axial load in fire were studied with a calibrated finite element method(FEM) model.
利用验证的有限元模型分析了轴向约束刚度比、轴力荷载比和钢柱长细比对火灾下轴心受压H形截面约束钢柱屈曲温度和破坏温度的影响,给出了其屈曲温度和破坏温度的计算方法。
3) heat erosion
热侵蚀，高温表面破坏
5) thermal-mechanical fracture
热-力破坏
1.
At present,the effects of the history of heat-loading on rock’s thermal-mechanical fracture have been discussed rarely.
针对现有研究很少探讨加载和加温的历史对岩石热-力破坏的影响,利用带扫描电镜的岛津SEM高温疲劳实验机系统,通过先升温后加载和先加载后升温两种不同加载加温顺序的细观实验,实现了岩石试样在温度和力作用下的热-力耦合破坏全过程的实时监测,结果表明:加温加载途径对材料的变形破坏是有影响的,它们是相互耦合的非线性作用过程。
6) thermal runaway
热致破坏
补充资料：负温度系数热敏电阻陶瓷(见热敏陶瓷)
负温度系数热敏电阻陶瓷(见热敏陶瓷)
thermo-sensitive ceramics with negative temperature coefficient
负温度系数热敏电阻陶瓷thermo一sensitiveeeramies with negative temperature eoeffieient在某一特定温度范围，电阻率随温度的升高而明显减小的热敏陶瓷。简称NTC陶瓷。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条