1) mouth open
张口位
1.
Discussion on some new methods for the mouth opening projection of posterior altamtoaxial transarticular screw fixation.
探讨了寰椎后方经关节螺钉内固定张口位投照的方法。
2) Mouth-open of cervical vertebra
颈椎张口位
3) notch opening displacement
缺口张开位移
1.
Aside from these, the variations of notch opening displacement and the stiffness degradation of specimens were monitored with cycle history.
本文探讨含表面缺口玻纤/环氧树脂正交层压板的疲劳力学特性,测量和分析了疲劳寿命特征及脱层扩展规律,监测了缺口张开位移、试样刚度降低随循环历史的变化特征,结果表明,疲劳脱层扩展速率与应变能释放率的关系服从Paris方程,监视缺口张开位移或刚度降低的变化可能是监视和预测含表面缺口复合材料构件疲劳破坏的有效手段之一。
4) crack mouth opening displacement
裂缝口张开位移
1.
This paper presents a study of the resistance-CMOD(crack mouth opening displacement) relationship of CFRC(carbon fiber reinforced cement based material) beam with different carbon fiber fractions under three-point flexure loading.
研究了不同碳纤维掺量的CFRC(碳纤维水泥基材料)梁在三点弯曲荷载作用下其电阻变化与CMOD(裂缝口张开位移)的关系。
2.
In the present study,the tensile stress-crack opening relationship of steel fiber reinfnrced mortar (SFRM) is determined by inverse analysis using load versus crack mouth opening displacement(CMOD) curve from notched beam tests.
利用三点弯曲缺口梁的荷载与裂缝口张开位移(CMOD)曲线用反分析法确定了钢纤维水泥砂浆的拉应力与裂缝张开位移关系,同时数值模拟了三点弯曲缺口梁的荷载与挠度曲线。
5) Cervicle a-p position keeping the mouth open
全颈椎张口正位
6) CMOD
裂缝口张开位移
1.
Using three-point-bending beam measured Pmax corresponding to CMODC parameters in concrete and different fiber content concrete,double-K fracture parameter can be determined.
采用三点弯曲梁试件,通过测得素混凝土、不同纤维掺量的钢纤维混凝土的最大荷载Pmax及对应的裂缝口张开位移CMODC等参数,计算钢纤维混凝土的双K断裂参数,结果表明,用双K断裂准则计算钢纤维混凝土能更好的解释钢纤维的增韧作用。
补充资料：张口结舌
张着嘴说不出话来。形容理亏、害怕或惊愕：一连串的提问，令他张口结舌。
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