1) crack tip
裂缝尖端
1.
The fracture energy,the crack mouth opening displacement and the crack tip opening displacement of the specimens were also measured.
为了研究聚丙烯纤维对水泥稳定碎石断裂韧性的影响,通过聚丙烯纤维水泥稳定碎石和普通水泥稳定碎石的三点弯曲试件断裂试验,测得了试件的断裂能、裂缝嘴张开位移和裂缝尖端张开位移,给出了聚丙烯纤维体积掺量的合理范围——0。
2.
Among other things the important hypothesis that supports the model theory is that the net stress intensity factor of crack tip equals 0.
其中支持该理论的重要假设是断裂裂缝尖端净应力强度因子=0。
2) critical crack tip opening displacement
临界裂缝尖端张开位移
1.
The results show that G_(fF),critical crack mouth opening displacement(δ_(fmc)) as well as critical crack tip opening displacement(δ_(ftc)) of SFHAC increase linearly with the increas.
结果表明:随着φf的增加,GfF、临界裂缝嘴张开位移(fδmc)、临界裂缝尖端张开位移fδtc均线性增加,钢纤维高强混凝土断裂能增益比、临界裂缝嘴张开位移和临界裂缝尖端张开位移的增益比亦基本呈线性增加。
2.
In order to investigate the size effect of the fracture toughness of concrete,the size effect law deduced from Weibull s statistical theory was compared with that from Bazant s energy release principle,and three fracture parameters,namely,the initiatial fraction toughness(Kini1c),the unstable toughness(Kun1c) and the critical crack tip opening displacement(δc) were tested.
为研究混凝土断裂韧度的尺寸效应,将基于Weibull统计理论的尺度律与基于Bazant能量释放原理的尺度律进行对比,进行了3种混凝土断裂韧度,即起裂韧度Ki1nci、失稳韧度Ku1nc及临界裂缝尖端张开位移δc的试验研究。
3) precritical propagation length
裂缝尖端亚临界扩展量
4) Critical crack tip opening displacement CTODc
临界裂缝尖端开口位移
5) rack tip opening displacement
裂缝尖端张开位移
1.
It is difficult to measure the crack tip opening displacement(CTOD) of a concrete dam because the subcritical propagation of the crack often occurs before the fracture does.
由于混凝土坝裂缝在失稳扩展前常发生亚临界扩展,难以测量混凝土坝裂缝尖端张开位移,且通过试验获得稳定的临界裂缝尖端张开位移比较困难,因此不能直接应用裂缝尖端张开位移理论分析混凝土坝裂缝失稳扩展。
6) tip-splitting
尖端分裂
补充资料：尖端放电
| 尖端放电 point discharge 带电导体尖端附近空气中的放电现象。静电平衡时，带电导体外附近的场强与导体的面电荷密度成正比。大致说来，导体表现凸出而尖锐的地方，即曲率较大的尖端，电荷密集，面电荷密度增大，附近的场强特别强，致使空气电离，产生放电现象。尖端放电时，在它周围往往隐隐地笼罩着一层光晕，叫做电晕。高压输电线附近发生的尖端放电会造成能量损耗，需使输电线表面光滑，以避免尖端放电。避雷针则利用尖端放电，将集中的高空电荷通过接地装置泄入大地，以免建筑物等遭雷击。 |
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参考词条