浮动凹模温精密成形圆柱斜齿轮变形规律分析

目的研究采用浮动凹模工艺温精密成形圆柱斜齿轮时,不同凹模运动速度下齿轮力能参数和各种场量变化规律。方法结合浮动凹模原理和圆柱斜齿轮结构特点,利用Defrom-3D软件建立变形-传热耦合有限元模型,模拟圆柱斜齿轮采用浮动凹模温精密成形过程,分析不同凹模运动速度下的变形规律。结果通过模拟分析,得到了凹模运动速度不同时的温成形斜齿轮成形载荷特点、坯料流动速度场分布、等效应力-应变分布、温度场分布等规律。结论采用浮动凹模工艺成形圆柱斜齿轮,可以减小成形力,当凹模运动速度大于凸模下行速度时,齿轮成形性更好。     

圆柱斜齿轮精密成形数值模拟与试验研究

基于浮动凹模的思想对圆柱斜齿轮的成形及脱模进行了计算机仿真和石蜡试验研究,分析了成形过程的变形特点及脱模后斜齿轮齿形的应变情况,验证了方案的可行性.结果表明:对圆柱斜齿轮采用浮动凹模成形及脱模的工艺方案,可以获得符合精度要求的锻件.     

可拆装的齿形、异径齿形桩模具研究

本文主要针对小齿轮件的花键和齿轮成形问题,以及直齿轮模具成型问题做出了工艺分析,并选取了3种不同的固定凹模柱塞模式和固定凹模约束分流模式等模具方案进行了分析,主要分析了在这几种不同的模具方案设计下,直齿轮模具成型效果以及物理性能,得出最佳的模具方案。     

闭塞冷锻行星齿轮齿形修正方法研究

针对闭塞冷锻行星齿轮齿形修正方法进行了研究.利用弹塑性有限元法模拟了行星齿轮闭塞冷锻过程,采集成形终了前两步工件表面各点处的接触应力作为模具弹性变形分析的边界条件,对模具进行弹性有限元分析.获得了模具弹性变形分布图,提取了齿形凹模齿长平分截面由齿根至齿顶的齿厚弹性变形量.以变位修正法为指导思想,提出了齿轮闭塞冷锻齿形凹模新的修正设计方法,并获得了试验验证.     

冷挤压组合凹模的寿命估算

冷挤压组合凹模的失效主要是凹模内腔疲劳裂纹的出现,在模具设计的前期较为准确的估算出组合凹模的疲劳寿命是模具优化设计的前提.通过对组合凹模的应力分析后,采用Mises屈服准则的方法把凹模所受的多轴应力转化成单轴应力,再利用局部应力应变法找到了估算冷挤压组合凹模寿命的途径.     

可移动凹模对板材液压成形影响的研究

为了研究可移动凹模对板材液压成形的影响,进行了有无可移动凹模与不同可移动凹模加载方式(方式1与方式2)的板材液压成形试验.研究结果表明:比较有无可移动凹模对板材液压成形厚度分布的影响,在有可移动凹模时,成形零件厚度分布比较均匀,这种技术有利于提高板材的成形极限;没有可移动凹模,板材难于成形,尤其对于复杂零件;可移动凹模加载方式2比加载方式1更有利于板材厚度的均匀分布.     

局部加载约束分流冷锻直齿轮工艺研究

针对直齿轮冷锻过程中齿腔充填困难、成形载荷大、模具寿命低的特点,提出了基于局部加载-约束分流冷锻圆柱直齿轮新工艺。在浮动凹模基础上,利用有限元软件对新工艺进行数值模拟。对工艺成形过程中速度场、成形载荷等规律进行了分析,并对比分析了多种成形工艺。结果表明:局部加载-约束分流终锻成形工艺可以较好地成形大模数圆柱直齿轮,能避免齿轮成形时产生的折叠缺陷,同时可以显著地降低成形载荷,为此类齿轮冷锻工艺的应用与生产实践提供了理论依据。     

花键冷挤压用组合凹模内径收缩量的计算

为研究花键组合凹模压入预应力圈时内径的变化规律,实验研究了轴向压合量对凹模内径变化的影响规律.在理论分析的基础上,推导了组合凹模压合后凹模内径的计算公式,并通过实验进行了验证.研究表明:花键挤压用组合凹模压合时,大径比等直径的圆凹模内径收缩得慢,而小径则比等直径的圆凹模内径收缩得快.     

高强度钢板U形件热冲压凹模结构拓扑优化

为降低热冲压凹模的生产成本和使用成本,基于板料热冲压数值模拟对凹模结构进行了拓扑优化设计.运用有限元软件ABAQUS建立热力耦合有限元模型,对高强钢板U形件的热冲压成形和淬火过程进行了数值仿真.提取凹模与板料间关键工况下接触应力作为凹模拓扑优化的外在载荷,建立约束凹模结构关键区域节点位移的体积最小化拓扑模型,对热冲压凹模结构进行拓扑优化设计,最终实现结构减重20%,且优化后凹模的变形和应力与优化前的结果相差甚微.研究内容对热冲压过程数值模拟和模具结构拓扑优化研究具有一定参考价值.     

直齿圆柱齿轮温锻成形工艺参数优化

对直齿轮温锻成形过程进行数值模拟,选取不同参数和水平进行正交试验设计,将齿轮的成形力和凹模模具磨损作为2项指标,并基于该2项指标分析试验结果,得出坯料初始温度、模具预热温度、工模间摩擦系数、锻压速度等对成形过程的影响,并获得较优的工艺参数值。模拟结果与实验结果吻合,对实际生产起到了指导作用。     

转向直臂锻造成形工艺改进

目的以某型号转向直臂为研究对象,针对现有锻造成形时材料利用率较低的问题,改进锻造成形工艺,减少材料消耗,节约能源。方法对转向臂进行工艺分析、计算和有限元模拟;在原有工艺上增加制坯工序,合理分配坯料横截面积。结果对改进后的工艺方案进行了有限元数值模拟,得到了金属流动、载荷以及等效应变的分布情况。结论改进后的成形方案在保证锻件质量的前提下,材料利用率由80%提高至90%,提高了材料利用率,同时也改善了金属流动,以提高模具寿命,对大批量件的实际生产有一定的指导作用。     

基于有限变形理论的齿轮楔横轧制坯热力耦合模拟

楔横轧齿轮轧制成形是一个全新的课题,在轧制过程中轧件的变形、温度场及力能参数都有待研究。将楔横轧技术与齿轮范成加工原理相结合,设计了楔横轧齿轮轧制的模具,给出了楔横轧齿轮轧制成形热力耦合本构模型,并在SuperForm平台对轧制成形过程进行了有限元模拟,获得了轧件在成形过程中的变形规律、温度场分布及力能参数变化等数据,详细分析了数值模拟结果,为进一步研究齿轮楔横轧制坯提供参考。     

聚合物辐射裂解分维与其分子链的运动

从分维理论出发，讨论了聚合物在辐射交联反应中裂解度（Ｐ）与辐照剂量（Ｒ）间的关系。发现分维参数与聚合物内聚能密度密度（Ｅｃ）的表征分子链运动的参数分子链横截面积（Ａｐ）之间有一一对应的关系。建议用方程Ａｐ＝（１／Ｄ－０．４４）／０．００９Ｅｃ计算聚合物的Ａｐ值。用本方法计算出的Ａｐ值与文献值较一致。     

厚壁结构管件刚模塑性成形过程的数值模拟与工艺研究

基于刚塑性有限元法,忽略了回弹和管坯与模具、芯轴的间隙的影响,建立了简化的有限元模型,对厚壁管压弯、压扁成形过程进行了数值模拟,得到了各场量的分布。根据应力分布结果,对起皱和破裂等缺陷进行分析预测,并根据截面变化情况,研究了芯轴对截面畸变的作用与影响。该研究对厚壁管件弯曲和扁化过程的工艺方法提供了依据。     

内高压成形合模力对变径管尺寸精度的影响

目的 在内高压成形过程中,合模力加载不合理不仅会导致模具寿命降低,而且容易引起管件截面精度超差,需探究合模力对管件截面尺寸的影响以改善这一缺陷。方法 以低碳钢和铝合金变径管为例,采用内高压成形实验与数值模拟的方法,在两种不同的加载条件下分析合模力对管件截面尺寸精度的影响规律。结果 变径管内高压成形时,模腔上、下侧的等效应力高于左、右侧,模腔顶部的径向位移最小,分型面附近的径向位移最大。模腔在合模力的作用下被压扁,导致卸载内压和合模力后管件截面竖直方向的直径始终小于水平方向,存在一定的不圆度。SAPH440低碳钢和6063铝合金变径管的截面最大不圆度分别为0.27%和0.26%。结论 在内高压成形过程中,合模力对截面精度的影响不可避免,需通过增大模具尺寸或采用可变合模力的加载方式以减小其影响。     

Disturbance propagation and design of power flow reduction in a cross‐type truss beam

Abstract

There are four passing bands in an infinite truss beam. For an incident bending wave from any branch of a cross‐type structure encountering the conjunction of these four branches of this structure, the induced wave modes in each branch can be predicted by using their dispersion of passing bands. The energy carried by this incident bending wave will be redistributed into these branches by the induced wave modes. The total energy value is conservative. Enlarging the cross‐sectional area or stiffening the material of horizontal members of all dissimilar cells around the outlets of this conjunction substructure enhances the power reduction in the two branches perpendicular to the incident direction. On the other hand, the induced power flow in the branch whose direction is the same as the incident direction can be reduced by stiffening the cross‐sectional area or stiffening the material of diagonal members of these three cells.     

Investigating the benefits of using circular die springs instead of rectangular die springs

Die springs with rectangular cross section (rectangular die springs) are common in the industry. However, the production of rectangular die springs is difficult, and the cost of production is high. In this study, we examined the use of die springs with circular cross section (circular die springs), which are both easier to produce and less costly, in place of rectangular ones. To this aim, the fatigue life values of both die spring with equivalent specifications were compared experimentally. The results obtained were transferred to the finite element methods software to run the simulation of the fatigue test. From the experimental results obtained, it has been observed that using circular die springs in place of rectangular die springs is always possible, provided that the springs are guided with cast polyamide guides.     

Stochastic finite element analysis of long-span bridges with CFRP cables under earthquake ground motion

Stochastic seismic analysis of long-span bridges with Carbon fibre reinforced polymer (CFRP) cables are presented in this study through combination of the advantages of the perturbation based stochastic finite element method (SFEM) and Monte Carlo simulation (MCS) method. Jindo cable-stayed and Fatih Sultan Mehmet (Second Bosporus) suspension bridges are chosen as an example. Carbon fibre reinforced polymer cable (CFRP) and steel cables are used separately, in which the cable’s cross sectional area is determined by the principle equivalent axial stiffness. Geometric nonlinear effects are considered in the analysis. Uncertainties in the material are taken into account and Kocaeli earthquake in 1999 is chosen as a ground motion. The efficiency and accuracy of the proposed algorithm are validated by comparing with results of MCS method. It can be stated that using of CFRP cables in long-span bridges subjected to earthquake forces is feasible.     

Analysis of Bernoulli beams with 3D stochastic heterogeneity

The behavior of stochastically heterogeneous beams, composed of isotropic sub-elements of randomly distributed stiffness is studied. Cross sectional as well as longitudinal heterogeneity are included. Average displacements, reaction forces and their statistical variance are found analytically by a functional perturbation method. Ratio of sub-element to beam characteristic size is not negligible and the use of an equivalent homogeneous structure with the classical effective material properties is not sufficient. The major aim is to study the relation between various microstructure properties (grain size, shape, modulus, statistical correlation lengths etc.) and the overall behavior of linear elastic Bernoulli beams. For the statically determinate case, only cross sectional 2D microstructure statistics is found to affect the elastic response, so that an equal average displacement can be achieved by an equivalent, non-isotropic homogeneous beam. For the indeterminate case, the average values of macro properties are affected by the 3D morphological features. Therefore, the proper equivalent homogeneous beam has to include non-local elastic properties. A simple reciprocal relation, connecting two separate loading systems is found, relating their external forces and displacement statistical variances. Morphological parameters, like two point probability moments, used in the final results are derived analytically, and their physical interpretations are discussed.