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This paper makes the fitting analysis of the field test data according to the hyperbolic model established by the interface spring theory,and simulates the experiment of bolt upraising by means of the finite element method.After the comparison of the calculated results with the field test results,the paper draws the main conclusion that good fitting effect can be obtained when the hyperbolic model is adopted in fitting the relationship between axial force and depth.The interfacial shearing stiffness will so...

文章按照界面弹簧理论所建立的双曲线模型,对试验实测数据进行了拟合分析,并采用有限元法对锚杆上拔试验进行了模拟,对比计算结果和实测结果得出的主要结论为:采用双曲线模型拟合锚固轴力随深度变化的曲线,可以取得良好的拟合效果;在逐级加载的条件下,界面的剪切刚度呈软化的趋势;在锚固界面没有发生较大滑移的情况下,计算位移和实测位移比较接近。

On this basis deduced in this paper is a similitude criterion, featuring the flow state of the above-cited coal-water mixture in pipes.

由于所输送高固体浓度的煤水混合物常表现为复杂的非牛顿流体的性质且其管内流动存在滑移现象的特性,因此要完全从理论上去计算煤水混合物的管内阻力是困难的[1]。

Based on bond-slip theory, nonlinear contact theory and fluid-structure coupling theory, coupling three dimensional finite element model about plunge pool slabs, water, bedrock and anchor bar is established, limiting dynamic displacement considering phases of stability failure is studied in this paper, the response characteristic of dynamic displacement is analyzed in virtue of prototype observation results, and stability of plunge pool slabs are predicted.

基于粘结滑移、非线性接触及流固耦合理论,建立水垫塘底板、水体、基岩、锚固钢筋的耦合有限元模型,计算不同破坏状态下底板块的极限动位移,结合原型观测结果进行动位移响应特性的分析,从而对水垫塘底板的稳定性进行识别。

Early attempts to establish a mechanism with the shear angle related to theoretical models, such as the Merchant's proposed method of calculating shear angle, Lee and Shaffer made the slip-line field theory, etc.

早期机理研究试图建立起一种与剪切角相关的理论模型,如Merchant提出的剪切角计算方法、Lee和Shaffer提出的滑移线场理论等[1]。然而,到目前为止这些思路并没有取得令人满意的结果。

Steel column is fixed to special jig, slipping below the installation position by chain block and lifting by pulley block and windlass.

将钢骨柱固定在专用胎架上,通过倒链滑移至安装点下方后,采用滑轮组和卷扬机进行提升就位。

Analyze the calculated results,the mass ratio of single mass to sliding block and friction coefficient's effect on the seismic isolation is got.

对计算结果进行分析,得出质量比、摩擦系数对隔震效果的影响;并给出在文章假定的结构参数下,滑移面摩擦系数的取值范围

Included among them are: characteristic frequency curve of reinforced medium; critical length of the anchor bar ; anchor bar density and nonuniform coefficient of the reinforced medium; embedded anchorage layer effect; bed plate effect; weak surface effect; distortion of the bow-shaped distributed state of the anchor bar frictional resistance and initiation, formation and development of the dominant glide control plane; criteria about the displacement velocity of side-wall stability status, critical status and unstability status, and the system of ordinate analysis method, et al

d。文中提出的若干新的概念、判据和分析方法,如加固介质特征频度线;临界锚杆长度;锚杆密度及加固介质不均匀系数;嵌固层效应;垫板效应;弱面效应;锚杆&弓形&受力形态的畸变与优势滑移控制面的产生、形成和发展;边壁稳定状态、临界状态和失稳状态的位移速度判据;纵坐标系分析法等,具有一定的理论价值,并对软土工程围护设计具有指导意义。

Vehicle engineering ; parallel hybrid electric vehicle ; regenerative braking ; target slip ratio ; fuzzy logic control

车辆工程;并联混合动力汽车;能量回收制动;目标滑移率;模糊控制

With the system, a vehicle road test is made in the braking situation. BP neural network is adopted to study tire braking force function of slip ratio using the data acquired from the test.

利用该系统进行了汽车的制动试验,以采集到的数据为基础应用BP神经网络进行轮胎纵向制动力和滑移率关系的研究。

This paper applies nonlinear finite element method to analyze the behaviors of connections under cyclic load at fist time. Contact elements are set between end plate and column flange, screw cap and neighborhood plane, bolt bar and hole. After verification of FEM, more than 50 species of 10 series are computed.

主要研究了端板尺寸,柱的轴压比,强柱系数,梁端剪力,柱翼缘和腹板尺寸、宽厚比,螺栓的级别、大小、数量、预拉力和排列方式,连接抗滑移系数,端板加劲肋以及柱腹板加劲肋,材性,梁柱截面尺寸效应等对连接滞回性能的影响。

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Finally, according to market conditions and market products this article paper analyzes the trends in the development of camera technology, and designs a color night vision camera.

最后根据市场情况和市面上产品的情况分析了摄像机技术的发展趋势,并设计了一款彩色夜视摄像机。

Only person height weeds and the fierce looks stone idles were there.

只有半人深的荒草和龇牙咧嘴的神像。

This dramatic range, steeper than the Himalayas, is the upturned rim of the eastern edge of Tibet, a plateau that has risen to 5 km in response to the slow but un stoppable collision of India with Asia that began about 55 million years ago and which continues unabated today.

这一引人注目的地域范围,比喜马拉雅山更加陡峭,是处于西藏东部边缘的朝上翻的边框地带。响应启始于约5500万年前的、缓慢的但却不可阻挡的印度与亚洲地壳板块碰撞,高原已上升至五千米,这种碰撞持续至今,毫无衰退。