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1)  critical crack tip opening di
临界裂缝嘴尖端张开位移
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)  critical crack mouth opening displacement
临界裂缝嘴张开位移
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.
Through wedge splitting tensile test, the effect of the polypropylene fiber dosage upon the stress intensity factor (KpIC), fracture energy (GpF) and critical crack mouth opening displacement (δpmc) of polypropylene fiber reinforced high-strength concrete (HSC) were studied.
通过楔劈拉伸试验,探讨了聚丙烯纤维掺量对聚丙烯纤维高强混凝土断裂韧度(KpIC)、断裂能(GpF)和临界裂缝嘴张开位移(δpmc)的影响。
4)  Critical crack tip opening displacement CTODc
临界裂缝尖端开口位移
5)  Critical crack tip opening displacement (CTOD_c)
临界裂缝尖端张开位移(CTOD_c)
6)  critical crack tip opening displacement δIc
临界裂纹尖端张开位移δIc
补充资料:嘴尖
1.说话尖酸刻薄。
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