English translation for "弹性状态"
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- elastic condition
elastic stage elastic state elaxtic state
Related Translations:
弹性: 1.(弹力) elasticity; resilience; spring; stress2.(事物的伸缩性) elastic; flexible 短语和例子这些规定是有弹性的。 these regulations are elastic.; 弹性绷带 elastoplast; 弹性材料 elastic material; 弹性挡圈 circlip; 弹性垫板 resili
- Example Sentences:
| 1. | If the evaporation proceeds further , trehalose in solution turns to a form of syrup with high viscosity and then to a viscoelastic state 如果干燥得更深一步,海藻糖在溶液中就会形成高粘性得糖浆,随后并转变成粘弹性状态。 | | 2. | According to equilibrium equations , geometric equations and constitutive equations , theoretical derivation of identifiability of back analysis was done when slope is in elastic state 论文还依据卒衡方程、几何方程和物理方程,对处于弹性状态的岩质边坡反分析问题的可辨识性进行了理论推导。 | | 3. | During the construction of underpinning structure , active - underpinning and excavation of tunnel , the displacement and stress of department store mansion and underpinning beams are all below the control limitations 百货广场和托换结构在整个施工过程中始终处于弹性状态,百货广场桩基托换达到了预期的效果。 | | 4. | The consequence is , when the majority of structure does n ' t enter yield habitus , but the position of belly - board has been reached the ultimate habitus , it lead to material waste of the other positions , we should pay attention to the disastrous result it will bright to us 它带来的后果就是当结构的大部分处于弹性状态时,箱梁腹板处由于剪力滞效应一般最先达到强度极限状态,导致腹板间材料的抗力没有得到充分的使用,如不引起重视会带来灾难性后果。 | | 5. | The effect of complex groundsill and dam body ' s construction process can be considered conveniently when finite element method is used to analyze dam body ' s stress . but there is no design criterion correspondingly because of the stress concentration that is caused by load at dam heel and dam toe under elastic state . furthermore , its value is easily affected by mesh size 有限元法分析拱坝坝体应力可以较方便地考虑复杂地基条件和坝体施工过程的影响,但是由于弹性状态下拱坝坝踵、坝趾处受荷载后的应力集中现象,而且其数值受网格尺寸影响较大,因此至今无与之相应的设计准则。 | | 6. | Then the judging method is proposed , and the proposed method can consider the stress history and viscosity shear strength of soft soil . in this paper , a fem program dpfbm1 . 0 ( double plastic foundation beam method ( version 1 . 0 ) ) is established . with this program , the influence of some parameters on foundation excavation is fully studied , the parameters include : compression modulus , cohesive strength , angle of internal ficiction , effective angle of internal friction , the embedded length of the wall and building load 针对当前国内外弹性地基梁法存在的缺陷,基于对软土流变性的研究,采取了剪应力判断弹塑性状态,以改进和完善基坑工程弹性地基梁法,推导了弹性状态下地基反力系数的近似解,提出了采用剪应力组合判断土弹簧弹塑性状态的方法,编制了相应的弹塑性共同变形法分析程序dpfbm1 . 0 ( doubleplasticfoundationbeammethod ( version1 . 0 ) ) ,并采用该程序分析了压缩模量、粘聚力、内摩擦角等参数变化对基坑工程的影响。 | | 7. | The paper studied controlling rotor vibration with the super - elasticity of sma and sfd , set up the new equation of sys tern vibration according to the stress - strain curve of sma in super - elasticity state , used the nonlinear theory and the dynamic stability theory to study the vibration of rotor controlled by sma , discussed the stability condition of the system , obtained the relationship of system parameters when bifurcation was appeared , supposed a method that improves the stability of rotor system and restrains vibration amplitude though changing parameters , and finally validated the effect of restraining vibration of the improved system through emulation 摘要研究利用形状记忆合金的超弹性和挤压油膜阻尼器控制转子振动,利用形状记忆合金在超弹性状态下的应力应变曲线,建立了新的系统振动方程,运用非线性理论和运动稳定性理论研究转子在形状记忆合金控制下的振动状态,讨论了系统的稳定性条件,获得系统发生分岔时系统参数之间的关系;并提出了通过改变参数来提高系统稳定性和抑制振幅的方法,最后通过仿真验证了改进后的系统振动抑制效果。 | | 8. | This thesis used along caldwell ' s direct calculation method of the ultimate strength of ship hull girders , considered the double bottom and upperwing tank to ship ultimate strength contribution , first defined the stress distribution of the whole section of the ship girders . that is : in the sagging condition , deck and side shell of nearby deck remain the ultimate bucking strength , double bottom remain the yield stress . and the other parts keep elasticity 本文沿用caldwell等人直接计算船体极限强度的思想,考虑双层底和顶边水舱对船体极限强度的贡献,首先将船体梁整体破坏时剖面应力分布确定为:在中垂状态下,甲板及甲板附近的舷侧均屈曲,双层底区域则均屈服,其他部分保持弹性状态;在中拱状态下,双层底及之间的底舷侧均屈曲,甲板及顶边水舱区域均屈服,其他部分则保持弹性状态。 | | 9. | The way to eliminate chaos phenomenon through adjusting system parameters is indicated . the nonlinear dynamic behavior of journal bearing - rotor system in large parameter space is studied in numerical integral method and floquet theory and the first and second bifurcation behavior of nonlinear rotor system are discussed ; the concept is advanced that realizing the controllable nonlinear stiffness with sfd with the soft - nonlinear of sma in the super - elasticity state to make the vibration amplitude of system always be in the small solution state to reduce the vibration amplitude of rotor system 运用数值积分方法结合floquet理论对滑动轴承-转子系统的大参数范围非线性动力学特性进行了全面的研究,详细地讨论了系统的一次和二次分岔行为; 5 )提出了用形状记忆合金在超弹性状态下的软非线性,结合挤压油膜阻尼器实现系统刚性的非线性可控,降低系统在非定常状态下的最大振幅的构想。 |
- Similar Words:
- "弹性装甲舱壁" English translation, "弹性装置" English translation, "弹性撞击" English translation, "弹性撞挤" English translation, "弹性撞碰" English translation, "弹性准备" English translation, "弹性自检" English translation, "弹性自流含水层" English translation, "弹性足弓" English translation
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