振动沉拔桩机工作机构动态特性的计算机仿真

本文对振动沉拔桩机工作机构的纵向振动进行了分析，建立了系统的动力学仿真模型。用C语言编写了系统仿真程序，并对实例进行了计算，使工作机构的振动情况直观地显示出来。     

电动变频调幅振动锤减振器的动力参数设计

电动变频调幅振动锤是一产生单向激振力的双轴惯性激振器,通过变频电动机带动实现变频调幅,它是HKZ-600A夯扩桩机沉拔护筒的核心动力源,为了更好地降低激振力对桩机各部件的不利振动影响,并在施工过程中满足提升和加压的技术要求,有必要对减振器动力参数进行设计。     

振动沉桩过程的动力学仿真分析

振动沉桩过程是一个非常复杂的过程,其复杂性源于土的动力性能和桩－土接触面的动力接触行为。应用Ｄ－Ｐ准则,借助ＡＮＳＹＳ软件,建立桩－土系统有限元模型,选取合适的桩－土系统参数,并得出在该参数下的桩位移曲线。改变激振力振幅、频率及土的内摩擦角、粘结力和压缩模量等参数值,得出相应参数下的桩位移曲线。通过对比原参数下的桩位移曲线与改变参数后的桩位移曲线,得出激振力幅值、频率以及土的刚度和阻尼对沉桩速度和沉桩量的影响。     

高频振动沉桩对周边环境的影响

依托云南省昆明市昆纺原址改造项目钢管桩高频振动沉桩工程实例,通过勘察、室内土工试验,基于Midas GTS NX的三维动力有限元数值模拟,从振动频率、桩径、激振力和土层情况4个方面入手,对高频振动沉桩对周边环境的影响进行参数分析。研究结果表明:振动锤振动频率越低,沉桩对周围环境影响越大;在距离钢管桩一定范围内,钢管桩桩径越小,沉桩对周围环境影响越大;振动锤激振力及土体动弹性模量越大,沉桩对周围环境影响越大。最后,基于分析结果,提出降低振动沉桩环境影响的工程措施。     

高频振动沉桩对周边环境的影响

依托云南省昆明市昆纺原址改造项目钢管桩高频液压振动沉桩工程实例,通过勘察、室内土工试验,基于Midas GTS NX的三维动力有限元数值模拟,从激振频率、桩径、激振力和土层情况4个方面入手,系统分析了钢管桩高频振动沉桩对周边环境影响的作用机理。研究结果表明：激振频率越底,沉桩对周边环境影响越大;在距离钢管桩一定范围内,桩径越小,沉桩对周边环境影响越大;激振力及土体动弹性模量越大,沉桩对周边环境影响越大。最后,根据研究结果,提出了减小振动沉桩环境影响的工程措施。     

浅谈液压静压桩的施工方法

液压静压桩兴起后期,相对于其它桩而言,它具有沉桩速度均匀、无噪音、无振动、能自动显示压桩力、昼夜施工等优点。随着初期高层建筑的快速发展,单桩竖向承载力越来越高,液压静压桩机的吨位也随着增大,故近几年来广泛地应用于工业厂房、综合办公大楼、高层建筑的桩基施工中。现在静压桩在哈尔滨市的许多建筑中得到应用,并取得了良好的技术经济效果。     

基础振动下TBM推进液压系统工作特性研究

硬岩掘进机(tunnel boring machine,TBM)在工作过程中会受到外界强振动的影响.为了研究强振动对其推进液压系统的影响规律,首先总结了TBM推进液压系统的工作原理,然后建立了推进液压系统在振动环境下的AMESim仿真模型,并用实验验证了仿真模型的正确性,最后分析了外界振动频率、振动幅值对推进液压系统推进速度波动的影响规律以及振动幅值、振动频率对液压系统频响特性影响规律.仿真结果表明:液压缸推进速度受外界振动影响较大,当外界振动频率为40~60Hz时影响最为剧烈;外界振动幅值的改变对液压系统的影响比振动频率产生的影响小;推进液压系统的截止响应频率约为13Hz,当外部振动频率大于系统截止频率时,系统的频响特性会迅速变差,液压缸难以对输入电信号作出相应的响应.     

液压桩机多点均压式夹桩机构的静力分析

分析液压静力压桩机多点均压式夹桩机构静态受力,得出单个上、下钳口的夹桩力和单个上、下钳口与预制桩之间的法向作用力的计算公式,并对此计算公式进行了分析.得出的结论有利于对液压静力压桩机多点均压式夹桩机构的设计和使用。     

强振动环境下缠绕式液压胶管流固耦合特性

针对TBM破岩过程产生基础振动对液压胶管内流体动态特性影响,根据层合板理论建立缠绕式液压胶管振动梁模型,并结合轴向流固耦合模型建立胶管轴向振动动力学模型。运用特征线法求解该数学模型,研究基础振动参数和胶管结构参数对流体响应特性影响,发现胶管出口压力波动幅值随基础振动振幅呈线性增加的趋势,随振动频率增加,在40 Hz左右达到最大,此时振动频率接近系统固有频率;胶管出口压力峰值随液压胶管长度增加而减小,胶管内径在8 mm到30 mm变化时,其先增大后减小,随泊松比增大而增大。研究结果表明振动沿胶管轴向分量加强了流体与胶管互动效应,可为TBM液压管系设计和抗振提供理论依据。     

振动沉桩系统的主共振非线性动力学分析

根据振动沉桩机理,结合土壤的非线性应力―应变关系,提出把土壤对桩的作用看作一个软式非线性弹簧和一个线性阻尼器。建立振动沉桩非线性动力学模型,利用多尺度法得到系统主共振情况下的一次近似解。选取适当的参数,分析系统稳态主共振幅频特性,并且借助Matlab确定主共振在多解频带上取稳定解的初始位移区间。最后讨论施工参数变化对主共振幅频特性的影响。研究结果对振动沉桩的现场施工具有指导作用。     

Strength analysis of a split sleeve in a pipe containing a defect

We study the decrease in the strength of a pipe containing an artificial defect. On the basis of the analytic and numerical models, we consider the influence of the structural features of a split sleeve on its load-carrying ability. We also analyze the joint operation of a sleeve and a pipe containing an artificially made axial surface defect. The results of the numerical analysis are compared with the experimental data. Translated from Problemy Prochnosti, No. 2, pp. 102–111, March–April, 2009.     

Dispersion of a solute in a Poiseuille flow of a viscoelastic fluid

Gill and Sankarasubramanian's analysis of the dispersion of Newtonian fluids in laminar flow between two parallel walls is extended to the flow of non-Newtonian viscoelastic fluids (known as Phan-Thein-Tanner (PTT)). Using a generalized dispersion model which is valid for all times after the solute injection, the diffusion coefficient K_i(t) is obtained exactly and numerically for linearized and exponential forms of the PTT fluids, respectively. The analysis leads to the novel result for K₁ and K₂(t) (which is a measure of the longitudinal dispersion coefficient of the solute). It is found that the value of K₂(t) depends on the value of Deborah number (De=a measure of the level of elasticity in the fluid) whereas the value of K₁ is constant in both cases. Finally, the effect of the Deborah number on the axial distribution of the mean concentration θ_m is investigated in detail.     

Stress analysis of a strip with a step and a crack

Stress analysis for a strip of which widths are different at the right and left handsides is carried out for before and after occurrence of a crack at a corner of a step. The strip is analyzed as a thin plate bending problem subject to transverse bending and torsion, and as a plane eleastic problem subject to bending in the plane and uniaxial tension. The rational mapping function of a sum of fractional expressions and complex variable method are used. Stress distribution and stress intensity factors are obtained.     

Calculation of a transient in a two-pole network with a thermistor

An analytical expression is derived which describes the variation of the thermistor temperature during a relay-effect transient process following an instantaneous change in the supply voltage in an R — R_T two-pole network.Translated from Inzhenerno-Fizicheskii Zhurnal, Vol. 38, No. 3, pp. 465–472, March, 1980.     

Interaction between a liquid and a cylindrical body touching a wall

An exact solution is obtained for the problem of interaction between the ideal liquid homogeneously moving at infinity and streamlining a round cylinder touching a solid wall.     

Imaging a point to a line with a single spherical mirror

Methods for imaging a single point source to a line image are discussed, and a design study of single spherical mirror systems that form aberration-free line images is presented. An expression forthe ray density along the line image is derived for such systems in the cases of (i) uniform beam profiles and (ii) Gaussian beam profiles. The resulting ray density profiles are illustrated for single spherical mirror systems over a wide range of design parameters.     

Influence lines for bending under a ring load of a free shell,a shell embedded in a soft medium and a shell containing a soft core

Summary Theoretical expressions for stresses and displacements have been derived for bending under a ring load of a free shell, a shell embedded in a soft medium, and a shell containing a soft core. Numerical work has been done for typical cases with anElliot 803 Digital Computer and influence lines are drawn therefrom.

---

Einflußlinien für die Biegung einer freien Schale, einer Schale in einer weichen Bettung und einer Schale mit weichem Kern

Zusammenfassung Für die Biegung einer freien Schale, einer weich gebetteten Schale und einer Schale mit weichem Kern unter einer Ringlast werden Ausdrücke für die Spannungen und Verschiebungen hergeleitet. Die Ergebnisse wurden für einige typische Fälle mit einem DigitalrechnerElliot 803 numerisch ausgewertet. Die sich ergebenden Einflußlinien wurden graphisch dargestellt.

---

Nomenclature A (),B () Functions of - a, t Mean radius and thickness of the shell - E _S , _S Young's modulus andPoisson's ratio of the shell - G _c , _c Shear modulus andPoisson's ratio of the casting or core - I ₀ (r),I ₁ (r) ModifiedBessel functions of the first kind and order zero and one respectively - K ₀ (r),K ₁ (r) ModifiedBessel functions of the second kind and order zero and one respectively - p Ring load, lb/in - U, W Displacement components in the casing or core in thez andr direction - u, w Displacement components of a middle surface point in the shell - _r , _rz Radial and shearing stress components - Independent variable of infinite integrals - k [3(1–S ²)a ²/t ²]^1/4 With 13 Figures     

聚醚砜四元制膜液体系的相图计算

以Ｆｌｏｒｙ－Ｈｕｇｇｉｎｓ理论为基础，对ＰＥＳ－ＰＧ－ＮＭＰ＿Ｈ２Ｏ＿）聚醚砜丙二醇－Ｎ－甲基－２－哟咯烷酮水）四元制液体系的相图进行了计算，利用三元相图考察Ｈ２Ｏ和ＰＧ对液－液相分离的影响，在三元的理论的基础上提出了低分子量添加剂的卤元改性Ｆｌｏｒｙ－Ｈｕｇｇｉｎｓ理论，并提出了一种获得四元相图的方法，利用四元相图能较争地描述四元体系，利用改性的四元理论，能了地理解该种体系的液－液相分离行为。