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1)  Tip Splitting
尖端开裂
1.
Dendrite tip splitting and primary spacing adjustment mechanism of Al-Cu alloy during directional solidification;
Al-Cu合金定向凝固枝晶尖端开裂及间距调整机制
2)  CTOA
裂纹尖端张开角
1.
High pressure,rich gas transmission pipeline demands the development of measuring method of CTOA.
高压富气输送管道要求发展管道钢的裂纹尖端张开角的测试方法。
3)  crack tip opening angle
裂纹尖端张开角
1.
Two parameters of the crack dynamic propagation driving force, energy release rate and crack tip opening angle, are calculated by establishing a finite element model of the crack dynamic propagation in gas pipelines and considering the attenuation of the crack propagation velocity.
通过建立输气管道裂纹动态扩展的有限元模型,并在模拟计算中考虑裂纹扩展速度的衰减,分别计算了表征动态裂纹扩展驱动力的两项参数——能量释放率和裂纹尖端张开角;进而分析了管道内压、壁厚、裂纹止裂长度和初始裂纹速度对裂纹驱动力(也即裂纹扩展)的影响。
2.
The calculating model and method for crack tip opening angle (CTOA) were introduced.
介绍了一种近年来新发展的输气管线断裂控制参量———裂纹尖端张开角 (CTOA)的计算模型及方法。
4)  CTOD
裂纹尖端张开位移
1.
Experimeneal research on high Temperature CTOD of electron beam welded joints of GH4169 alloy;
电子束焊GH4169合金高温裂纹尖端张开位移试验
2.
Then regression equation is obtained between CTOD and welding parameter.
应用一次回归正交设计法,对X70管线钢环焊过程的焊接工艺参数进行设计,采用设计后的焊接工艺对X70管线管进行施焊,对环焊接头进行裂纹尖端张开位移试验,最后回归得到CTOD值与焊接工艺之间的回归数学模型。
5)  crack tip opening displacement
裂纹尖端张开位移
1.
0 for predicting the welding performance parameter-crack tip opening displacement (CTOD)-of high strength pipeline steel joint.
0建立了预测高强度管线钢焊接接头性能参数裂纹尖端张开位移(CTOD)的BP神经网络模型。
2.
Based on BS7448 fracture toughness test experiment standard (ISO/TC164/SC4-N400) and DNV-OS-C401, crack tip opening displacement (CTOD) tests are carried out on 80 mm thick plates butt joints of offshore petroleum platform joined by the submerged-arc welding and CO2 gas shielded welding.
依据英国标准BS7448断裂韧度试验标准(ISO/TC164/SC4-N400)和DNV-OS-C401,采用埋弧焊和CO2气体保护焊工艺对国产钢板板厚为80mm的海洋石油平台导管架对接接头试样进行了低温裂纹尖端张开位移(CTOD)试验。
3.
The measuring and testing technique of crack tip opening displacement (CTOD)tests for large welded joints in the offshore platform under low environmental temperatures of -15℃ were performed in accordance with the BS 7448 standard (part2,1997).
依据BS74 4 8断裂韧度试验标准 (ISO/TC16 4 /SC4 -N4 0 0 ) ,对采用埋弧焊 (SAW)工艺施焊的、板厚为 5 4mm的海洋石油平台大厚度对接接头试样进行了低温裂纹尖端张开位移 (CTOD)试验。
6)  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。
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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