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弹性力学

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The mathematical model of brace stress-strain in the vacuum glazing was established based upon the crunode method of elastic mechanics.

弹性力学的结点法建立真空玻璃支撑应力-应变数学模型,求出真空玻璃的支撑应力-应变场,分析了其应力-应变分布规律,同时用电测方法进行试验验证。

Derived from Mindlin solution, the deformation formula induced by torque between cutterhead and soil is obtained by integration and coordinate transformation, which leads to the total deformation formula induced by shield tunneling.

基于盾构施工过程,利用弹性力学Mindlin解,通过坐标变换经积分推导刀盘与土体之间摩擦力所引起的地面变形计算公式,并得到盾构施工引起的总地面变形计算公式。

Generalized strictly diagonally dominant matrix play an important role in numerical algebra 、control theory 、electric system、economic mathematics and elastic dynamics and so on.

广义严格对角占优矩阵具有很广的实际背景,这类特殊矩阵在数值代数、控制论、电力系统理论、经济数学及弹性力学等众多领域中有着重要的实用价值。

Based on dynamic equilibrium equations of three-dimensional elasticity, a state equation was established for orthotropic foundation plates using double Fourier series, in which no assumption about stress or displacement modes was made. Analytical solutions and frequency equations of unified formulas were presented for thin and thick laminated foundation plates.

从三维弹性力学动力平衡方程入手,抛弃应力或位移模式的人为假定,利用Fourier双重级数,建立了正交各向异性地基板的状态方程,并分别给出了地基上任意层厚薄板静力问题的统一解析式和动力问题的频率方程。

The correct weak form of basic equations in elasticity is presented by means of dual space conception and basic theorem in functional analysis. The conditions on discontinuous surfaces of displacements or elasticity constants for continua are given.

因此从泛函分析的角度出发,基于共轭空间的概念和泛函分析的基本定理准确地给出了弹性力学基本方程的弱形式;给出了连续介质在位移或物理常数间断面上的条件。

For the deformation of the elastic object, the elastic mechanics can be used tosolve the problem well.

对于弹性体的变形,用弹性力学方法可以很好地解决它的计算分析问题。

The equivalent integral weak form of the elastic mechanics control equation is formed.

首先形成了弹性力学控制方程的等效积分弱形式。

In this dissertation, by applying the ideas of the mathematics mechanization, under the instruction of " AC=BD" theory of Professor Zhang Hongqing, we consider some methods seeking exact solutions to nonlinear partial differential equation arising from the fields of elasticity, fluid mechanics, aerodynamics, plasma physics, biophysics and chemical physics.

本文根据数学机械化的思想,在导师张鸿庆教授"AC=BD"理论的指导下,研究在弹性力学、流体力学、空气动力学、等离子体物理、生物物理和化学物理等现代科学技术中引出的非线性偏微分方程求精确解的方法。

First, considering the volume expansion process of corroded bolt, the displacement model of mortar inner surface leaded by bolt corrosion is established after the loss of corrosion production is denoted by a filling factor. Second, based on elastic theory, the mortar cracking process is analyzed after the concept of influence coefficient of surrounding rock is introduced in the course of analyzing, and the degree of cracking course affected by surrounding rock parameter is also analyzed; the finite element method is adopted to verify the results.

考虑锚杆锈蚀体积膨胀过程,以填充系数表示砂浆开裂过程中锚杆锈蚀产物的损失,建立了锚杆锈蚀后砂浆内部位移模型,以弹性力学为基础,引入围岩参数影响系数概念,对锚杆锈蚀导致砂浆保护层开裂过程以及围岩参数对开裂过程的影响程度等进行了分析研究,并采用有限元分析方法对其进行了验证。

The non_singular fictitious boundary integral equations are derived by using the fundamental solutions and the singular points exterior to domain techniques.

利用基本解和域外奇点技术导出了弹性力学平面问题的非奇异虚边界积分方程,然后利用虚边界元-边界子段法对导出的积分方程进行数值求解。

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随着死亡的吉他手Schuldiner接受主唱的职务,乐队在现实中树立了重要的影响。

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