linear elastic中文是什么意思

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中文翻译
造句

线弹性的

linear adj. 1.线的，直线的。 2.长度的。 3.【数学】 ...
elastic adj. 1.有弹力[弹性]的。 2.伸缩自如的，灵活的 ...
elastic linear contact seal 弹性线接触密封
linear elastic analysis 线弹性分析
linear elastic continuum model 线弹性连续介质模型
linear elastic fracture mechanics 线弹性动力学; 线弹性断裂力学
linear elastic theory 线弹性理论
linear-elastic material 线弹性材料
non-linear elastic relation 非线性弹性关系式
linear elastic fracture mechanics, lefm 线弹性断裂力学
elastic adj. 1.有弹力[弹性]的。 2.伸缩自如的，灵活的。 3.机变的，轻快的。 an elastic body 弹性体。 elastic braces 松紧吊裤带。 elastic force 弹力。 an elastic principle 灵活性的原则。 elastic ribbon 松紧带。 an elastic temperament 开朗的性格。 n. 橡皮线，松紧带，橡皮圈。 adv. -ally
be linear with 与...成线性关系
linear adj. 1.线的，直线的。 2.长度的。 3.【数学】一次的，线性的。 4.【动、植】线状的；细长的。 5.由线条组成的，以线条为主的，强调线条的。 linear amplification 直线放大。 a linear equation 一次方程式。 a linear leaf 线形叶。 linear arts 线条艺术。
linear a 线形文字a; 线性文字a
no-linear 非线性的
linear linear 线性的
elastic elastic cartilage 弹性纤维软骨
collision, elastic 弹性碰撞
completely elastic 离想弹性的; 完善弹性的
constant, elastic 弹性常数
elastic absorption 弹性吸收
elastic abutment 弹性供座; 弹性拱座
elastic aftereffect 弹性后效
elastic afterworking 弹性后效; 弹性馀效
elastic airscrew 弹性螺旋桨

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例句与用法

Based on biot ' s consolidation and simplified sea - bed to two dimensional sea - bed , numerical simulation about the response of sea bed to waves is developed . the assumption was wielding , such as linear wave loading , linear elastic skeleton of soil and darcy ' s law flow
本文选用了基于biot固结理论，将海床进行二维简化的情况下海床对波浪响应的数学模型，在模型中采用下列假定：线性波浪作用，线弹性土骨架，孔隙流体的流动满足达西定律。
Of all the integral stability evaluation methods , the finite element method ( fem ) is adapted to homogenous , isotropic linear elastic mass which has small deformation . in application , fem neglects various structure faces which control integral stability of rock slopes
在现有的岩质边坡整体稳定性评价方法中，有限元数值模拟( fem )适合于均质、各向同性、小变形的线弹性体，在应用中，没有考虑到对岩质边坡的整体稳定性起控制作用的各种结构面。
Adopting the conceptions of thin - walled member theory , studies on linear elastic analysis and ultimate strength behaviors of curved i - beams are presented in this paper , which may give helps to a deeper understanding of the behavior of curved beams and provide a reasonable design guideline
本文依据薄壁构件理论，通过对工字形截面圆弧曲梁的线性分析、稳定理论和极限承载力等问题的研究，旨在进一步了解这类构件的工作特性，并为工程设计提供一定帮助。
Once the non - linear rheological characteristics of soils ignored , aodnrcls turns to be the available computer program naodcls that was for solving small - strain non - linear consolidation problem . if the nonlinear property of soils is ignored further , aodnrcls will return to odcals that was developed based on the one - dimensional linear elastic consolidation theory of layered soils
当不考虑土的流变特性时，本文的计算程序aodnrcls就可退化到现有的成层地基一维非线性固结计算程序naodcls ；而当进一步不考虑土的非线性时，程序便可化为成层地基一维线弹性固结计算程序odcals 。
Based on the iterative methods and general analytical solution available for the problem of one - dimensional linear elastic consolidation of layered soils , a semi - analytical method is established herein for complex one - dimensional consolidation problems . by adopting linear rheological model of three units and non - linear rheological model of time lines , the semi - analytical method is respectively applied to solve the problem of one - dimensional consolidation of layered soft clayey soils with linear or non - linear rheological characteristics
基于多层地基?维线弹性固结解析解和迭代法，建立了能求解复杂一维固结问题的半解析算法，并将其分别应用于求解成层软粘土线性流变一维固结问题(采用三元件线性流变模型)和成层软粘土非线性流变一维固结问题(采用时间线非线性流变模型) 。
In response to the limitation of conventional index for stability and optimal design of underground rockmass engineering with high geostress and the drawbacks of conventional energy release rate ( err ) rockburst index based on linear elastic theory without brittle failure phenomenon , local energy release rate ( lerr ) , a new rockburst index is proposed
摘要针对地下工程稳定性分析与优化的常规指标在高地应力条件下的局限性及传统的能量释放率岩爆指标把岩体看成不发生脆性破坏线弹性体的不足，提出局部能量释放率新指标。
( 4 ) because calculation of stress intensity factors using the finite element method of the linear elastic fracture mechanics cannot satisfy the need for the real - time monitoring and the real - time analysis of cracks in concrete dams , a four - layer neural network optimized by genetic algorithm and chaos optimization algorithm is proposed . the example shows that the optimized neural network can yield good results
( 4 )用断裂力学有限元计算应力强度因子不能满足对混凝土坝裂缝实时监测、实时分析中的要求，提出了利用遗传算法和混沌优化算法改进的四层神经网络的解决方法，实例分析表明，本文提出的四层优化神经网络计算的应力强度因子接近于用断裂力学有限元计算的应力强度因子。
In the scope of linear elastic theory , the consistent of the fundamental assumption between the theory of thin - walled beams and solid beams is analyzed and defined from the viewpoint of the thin plate theory . the drawback of volassov thin - walled beams theory is studied on the ground of the traverse distribution of loads on the thin plate . and , the fundamental assumption of generalized beam theory ( gbt ) is surveyed
本文在线弹性的范围内从薄板弯曲理论出发，讨论了薄壁杆件理论与实体梁理论在基本假定上的一致性，并从薄板荷载横向分布形式的角度分析了符拉索夫薄壁构件理论的局限性，对考虑截面畸变的梁理论? ?广义梁理论( gbt )的基本假定进行了探讨。
In order to obtain elastic stiffness matrices and geometry stiffness matrices that do not depend on subdivision of the element for convergence , the displacement functions are expressed in terms of the geometry properties of the section and this consideration leads to the formulation of exact stiffness matrices for linear elastic analysis given in this paper
本文利用有限元方法对变截面梁单元进行研究。为了得到精度不依赖于划分单元数目多少的弹性、几何刚度矩阵，本文采用变截面构件几何特性积分所获得的轴向、侧向位移函数。
At last , some conclusion has been obtained . at present the effect of cable and its pre - stress is not very clear . based on the rule of conversation of energy , it is proved to be right in theory that the stiffness of the linear elastic structure is larger with the increase of its pre - stress
针对目前关于索在结构中的作用以及索中预应力的增加对结构刚度的影响到底如何等讨论，本文从能量守恒原理出发，从理论上推导证明了在线弹性范围内，结构的刚度随预应力的加大而提高这一重要结论。