1) self-stress recovery
自应力恢复
2) recovery stress
恢复应力
1.
The study results of the shape memory property of the film after annealing and crystallization show that the film has 180 MPa of maximum recovery stress and 2.
5 h晶化处理后无残余塑变存在下的最大恢复应力、最大恢复应变分别为180 MPa、2。
2.
The constraint transformation behavior of 7% strained TiNi alloy was investigated, and the experimental results show that the recovery stress formed at the first constraint transformation thermal cycling is the highest, and then decreases with increasing the constraint transformation thermal cycling number.
研究了预变形TiNi合金应变约束态下的相变行为,结果表明:7％应变TiNi合金变形后第1次应变约束相变产生的恢复应力最大,逆相变开始温度A_s′(2)最高,随着约束相变循环次数的增加,合金中引入大量塑性变形,降低了TiNi合金的恢复应变,进而造成TiNi合金约束相变恢复应力最大值逐渐降低,但约束逆相变开始温度A_s'第2次相变循环开始,几乎恢复到合金变形前的原始值,且不随相变循环次数增加而改变。
3) stress recovery
应力恢复
1.
A new method for stress recovery by the complementary energy principle
一种新的基于余能原理的应力恢复方法
2.
By Component Modal Synthesis(CMS) approach of stress recovery,the following analyses were carried out to determine fatigue quality and influence level of vibration: the correlation between dynamical stress and modal vibration,and the stress range histograms by which the amplitude and cycle number of stress of critcal points were contrasted statistically among multi-condition.
应用基于子结构模态综合法(CMS)的动应力恢复方式,进行危险点动应力与模态振动的相关性分析和动应力变化的幅频统计对比,以确定疲劳性质及振动影响程度。
4) recovery effect
自恢复效应
5) self-recover ability
自恢复能力
1.
The vertical deformation change every day can shows that for the self-recover ability of deformation of a bridge,the more capable of the self-recover ability of deformation the more better of the bridge\'s health condition.
周日竖向形变可显示桥梁的变形自恢复能力,而自恢复能力越强则其健康状况就越好。
6) stress restoration method
应力恢复法
1.
The aperture deformation method is used to test the stress field in deep slope;and the adit wall stress restoration method which is simple,rapid and economic,is ad.
采用孔径变形法对大渡河长河坝水电站坝址区斜坡深部地应力场进行测试,并采用简易、快速、经济的硐壁应力恢复法对坝址区两岸不同高程勘探平硐内的硐壁应力场进行系统测试。
补充资料：硅酸盐自应力水泥
分子式：
CAS号：
性质：自应力水泥的一种。由硅酸盐水泥、高铝水泥与石膏共同磨细或分别磨细再混合均匀而制成。具有一定的抗渗性和膨胀性。用这种水泥配制的1：2混凝土28天自由膨胀率为0.5％～1.5％，自应力值为2.0～4.0MPa。用于制作自应力钢筋混凝土管。也可用于配制自应力混凝土，建造梁、板、矿井支架、轨枕、油罐、薄壳设备构件、墙板、水塔和铺路等。
CAS号：
性质：自应力水泥的一种。由硅酸盐水泥、高铝水泥与石膏共同磨细或分别磨细再混合均匀而制成。具有一定的抗渗性和膨胀性。用这种水泥配制的1：2混凝土28天自由膨胀率为0.5％～1.5％，自应力值为2.0～4.0MPa。用于制作自应力钢筋混凝土管。也可用于配制自应力混凝土，建造梁、板、矿井支架、轨枕、油罐、薄壳设备构件、墙板、水塔和铺路等。
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