基于SolidWorks的采棉机摘锭的三维虚拟建模及有限元分析

运用SolidWorks软件对采棉机摘锭进行三维虚拟建模,并利用软件中的COSMOSXpress分析程序对摘锭的径向受力和扭矩进行有限元分析,并对摘锭的材质、约束、载荷进行设定,通过分析结果对设计进行优化和改进,在确定材料的环境中优化尺寸参数,精确分析各零件的相对位置及运动状态,为加工工艺的分析提供良好的基础。     

基于有限元的平房仓内部粮食颗粒摩擦力分析

为探究粮食颗粒内部之间的应力分布以及颗粒与仓壁之间的相对静摩擦力的分布规律,在考虑粮食颗粒压缩性对粮堆剪胀参数影响的情况下,通过理想弹塑性本构关系和Drucker-prager屈服准则,并采用非关联流动法则来模拟储料,建立了粮仓仓壁与粮食之间正压力、相对静摩擦力的有限元模型,分别模拟不同装粮高度下仓壁与粮食之间的相对静摩擦力、正压力等,找到不同装粮深度处仓壁的相对静摩擦系数的分布规律。结果表明,不同装粮高度处的相对静摩擦系数是不同的,具体表现为伴随深度的增加,系数先增加后减小。可见,粮食颗粒相互间的作用力以及颗粒与仓壁之间的静摩擦力对粮食重量的测量具有十分重要的指导意义。     

多点锚固预应力CFRP带加固T梁的有限元分析

采用非线性有限元分析程序ABAQUS对无粘结体外预应力CFRP片材加固简支钢筋混凝土T形梁后进行数值模拟,该模拟梁共4根分别为3根梁侧对称加固,1根为梁底加固均为四点波形齿锚固预应力CFRP带。对比结果显示,数据模拟与试验结果在构件屈服以前的承载力、变形以及极限承载力吻合程度较好,构件屈服以后的变形差别较大,因此,可在一定程度上有效替代试验分析方法。依据吻合程度最好的TL3参数设计了“两点锚固”和“四点锚固”的模型进行模拟分析。通过对锚固点数及加固量改变的对比分析可知,依据加固构件的弯矩改变各段加固量及布置锚固点数的方法既可以保证加固效果不降低,又可以节约CFRP材料。     

基于扦样机分样模块的仿真分析

以电动扦样机的分样模块为研究课题,分析了一款扦样机的机械结构,并对其分样模块进行仿真分析。主要研究内容为：(1)对扦样机的机械结构进行分析说明;(2)对关键零件进行强度校核,判断使用过程中是否有疲劳断裂的风险;(3)进行离散元分析,观察颗粒在机体内部的运动情况,判断颗粒是否能被搅拌均匀并按设计路径运动。     

卧式青核桃脱皮机链板输送机构的设计与有限元分析

为了分析卧式青核桃脱皮机中刀片及刀片安装板等核心关键部件的结构强度和力学性能,通过设计和计算确定了刀片及刀片安装板的结构参数,采用UG三维模型软件,创建了刀片及刀片安装板的分析模型,并通过ANSYS有限元分析软件对刀片及刀片安装板进行了静力学分析和模态分析。结果表明：刀片及刀片安装板既可以实现对青核桃的输送功能,又可以实现刀片对青皮的切割作用;刀刃边缘位置的变形最大,最大值为0.509 mm;刀片折弯位置的应力和应变值最大,最大值出现在0°刀片的折弯位置,最大值为114.7 MPa;在工作过程中最大等效应力远小于材料的屈服强度,刀片及刀片安装板的模态分析前三阶固有频率分别为466.99、1 206.8、2 199.7 Hz,而机构的工作频率远小于所分析零部件的固有频率,刀片及刀片安装板的结构能够满足强度和刚度要求,且工作过程中不会出现共振问题,这为研制卧式青核桃脱皮机链板输送机构提供了理论依据。     

基于B/S架构的农村财务监控分析系统设计与实现

首先介绍了当今农村财务监管中存在的问题及实施财务监控的重要性;提出构建基于B/S架构的农村财务监控分析系统,给出了系统设计的技术方案;最后对系统开发方法、系统特点、创新点进行了详细的阐述;通过在广州市番禺区的实际应用,取得了良好的效果。     

亚麻糖基转移酶基因LuUGT72E1的克隆与表达分析

以亚麻茎部组织总RNA为模版,通过反转录PCR获得糖基转移酶Lu UGT72E1基因的全长开放读码框序列。序列分析结果表明:开放读码框全长1 476bp,共编码491个氨基酸。通过多氨基酸比对发现,该蛋白与亚麻UGT72N2蛋白亲缘关系最近,相似度达99%,与毛果杨、巨桉、木薯、雷蒙德氏棉及拟南芥UGT72E1蛋白的氨基酸序列相似性在58%~51%。分子进化分析表明,该蛋白与拟南芥UGT72E1~3聚为一类,推测该蛋白参与木质素单体的糖基化修饰过程。基因表达谱结果表明,该基因被BR、Brz诱导下调表达。本研究为亚麻的纤维品质改良提供了候选基因。     

猪瘟病毒河南野毒株E2基因的克隆及序列分析

【研究目的】旨在了解猪瘟病毒流行毒株的变异情况,为防制猪瘟提供科学依据。【方法】根据GenBank上已发表的猪瘟石门株E2基因序列,设计合成了1对特异引物,应用RT-PCR技术对河南省一猪场采集的疑是猪瘟病料的猪瘟野毒E2基因进行扩增,将扩增的E2基因克隆于pGEM-T Easy载体,对其进行了序列测定及氨基酸序列推导,同时将其与HCLV株、C株、Alfort株和Brecsia株进行了同源性比较及遗传进化分析,并构建了CSFV的遗传发生树。【结果】通过PCR扩增得到与预期大小相等的产物,克隆测序验证是E2基因;所扩增的流行野毒与HCLV株、C株、Shimen株、Alfort株和Brecsia株核苷酸序列同源性分别为99.0%,96.5%,93.5%,94.4%和89.9%;氨基酸同源性分别97.8%,94.0%,92.6%,92.0% 和91.0%;所绘制的遗传发生树显示所测得流行野毒与C株、HCLV株关系较近。【结论】所测的流行株与与我国使用的C株疫苗毒核苷酸同源性很高,说明现行的猪瘟疫苗在一定程度上仍然可以起到保护作用。     

基于SPOT-NDVI的川西平原水稻生育期监测分析

为了更好的监测川西平原农区水稻长势情况,深入了解水稻各生育期生长状态差别,利用2001—2010年SPOT NDVI的旬合成资料序列,分析了川西平原水稻生育期长势与NDVI的关系。结果表明：水稻各生育期与NDVI有很好的对应关系。水稻返青期植被指数在0.5~0.6之间;分蘖—拔节期水稻NDVI指数达到峰值,在0.7~0.8之间;抽穗扬花期水稻NDVI指数有所下降,在0.6左右;进入乳熟成熟期后,水稻植被指数迅速降低到0.4以下。由此得出,SPOT NDVI资料能够较为准确地反映川西平原稻区的水稻生育期和不同生育期水稻的长势情况,该资料可以用来作为监测川西平原农区水稻长势情况的重要数据之一。     

Finite Element Analysis and Experimental Research on Pedestal of PC Beam for Light Railcar

In design of light railcar used freely supported beam, the cast steel pedestals will bear complex loads, which include weight, acceleration and wind, etc. Because of pedestals' peculiarity and complexity, the strength of the pedestals play an important role in safety of light railcar. So it's necessary to analyze their stress and deformation in order to insure safety of light railcar. Up to now, finite element analysis is still the most effective means. By studying cast steel pedestal with finite element method, 3-D finite element models of fixed and kinetic pedestals were built, and the loads and boundary condition of pedestals were analyzed. By means of finite element analysis software, the contact and von mises stresses were obtained and deformation were resolved. As a result of analysis, the tow of pedestal can fulfill requirement of use in light railcar, the contact stress and von mises stress are not exceeded limit stress strength of materials. There is enough static strength for the structures of pedestals. For verifying theoretical analysis result, the fatigue test was carried out, with examining the testing points locating on the pedestals, the stress and deformation data were measured. By comparing between theoretical analysis and test data, the experimental results show calculated and testing results can meet the case well which assure the reliability of finite element analysis. But in the result, there are differences in deformations of them. The reason may be that boundary conditions and loads are not same between analysis and experiment.     

Finite Element Analysis of the Influence of Steel Strength on Beam-to-column Composite Connections

Because high material strength and composite load-bearing are emphasized in constructing members for high-rise steel frame structures, in a composite connection, steel strength has a dramatic influence on both the bearing performance and the composite action of the concrete slab. Based on a finite element analysis, we discuss the composite effect and the connection breaking mode, focusing on the performance change of the composite effect in adopting high strength steel. It can be found from the results that, along with the improvement of the steel strength, the elastic and plastic ultimate strength of the composite connection will increase, the ductility will decrease to a certain extent, and the composite effect of the concrete slab will diminish. The collapse of the concrete in a positive moment side contacting the column flange is viewed as the limiting state of the connection.     

Application of ANSYS to Finite Element Analysis for Nonlinear Masonry Structures

ANSYS has become an effective tool for finite element analysis of masonry structure, but there is few common conclusions for reference. According to the characteristics of ANSYS and the essence of the analysis, some key problems in finite element analysis of masonry structure with ANSYS, such as structural modelling, material constitution, the damage criterion, iterative algorithm, convergence criterion, simulation of prestressing force and so on, are discussed in this paper. Based on the test results of typical masonry structures, the applicability of ANSYS to masonry structural analysis is studied and some suggestions for the application of ANSYS are presented.     

Finite Element Simulate Analysis of Small Span-to Depth Ratio Coupling Beams with Special Reiforcement

Test investigations show that the reinforcement scheme with adding diagonal and rhombic bars to traditional reinforcement in the foundation is an ideal way, for the seismic performance of small span-to depth ratio coupling beams with this scheme is better than that of traditional reinforcement. Because the regions in the small aspect ratio coupling beam belong to D-regions, in which the Bernoulli hypothesis of plane strain distribution is invalid, the traditional bending theory can not be used. This paper simulates the coupling beam through non-linear finite element analysis program, and contrasts the analysis result of the bar's stress distribution with test result. The contrast results confirm that it is a valid way to analyse the bar's stress distribution in this coupling beam through non-linear finite element analysis program.     

Model Analysis of Tower Crane Structure Based on ANSYS

In this paper,a complete dynamic model of the tower crane is set up by the finite element software ANSYS and then the QTZ25 tower crane model is calculated.Through comparing the results,the feasibility of this method is proven.This method is a new approach to fast and precise analysis on dynamical model of tower crane structure.     

Nonlinear Finite Element Analysis of Reinforced Concrete Transferring Joints with Inclined Columns

A nonlinear finite element analysis using ANSYS is applied to the vertical mechanical behaviors of three specimens of reinforced concrete transferring joints with inchned columns, which are used in high - rise buildings. A comparison is made between the analytical achievements and the test results, including the mechanical behaviors, load - transferring path and the failure modes, and a good agreement is obtained. The reliability of the software ANSYS in the nonlinear analysis of such reinforced concrete structures is verified and developed.     

Finite Tension Element Analysis of Post TensioningPrestressed Concrete Hollow Slab

The prestressed tension is an important part of the prestressed concrete component construction.In order to find out the influence on the concrete hollow slab of different tension sequence,in this paper,the 30 m assembled post tensioning concrete hollow slab is simulated by the means of finite element analysis software ANSYS. The variation of the hollow slab's stress and strain are discussed according to the result of the different tensioning sequence, then, the reasonable sequence of tensioning prestressed steel wires is put forward.     

Finite Element Analysis of Masonry RVE Homogenization Procedure

Homogenization is one of the most important steps in the numerical analysis of masonry structure, where the continuum is used. A masonry representative volume element (RVE) is formed as the equivalent element of masonry components and it is the most important step in homogenization procedure. The RVE is molded with consideration of the material properties of mortar and brick as well as their interaction separately. In this paper the masonry RVE is simulated with the finite element software ANSYS. The stress-strain relationships of RVE subjected to different types of loading conditions are presented. The equivalent elastic modulus and Poisson's ratio are calculated and the feasibility of finite element method used in the procedure of masonry homogenization is demonstrated.     

Finite Element Programming Based on Template Chain Structure

Traditional Finite Element Method is the structuralization programming method and the structuralization language (such as FORTRAN). Its data store uses fixed array structure, which makes the expanding ability of program limited, code's reuse ratio low, debugging complex. The template is an opposite new important characteristic of the object-oriented programming language C++. The template can quickly establish class library so as to increase greatly the development speed of the large software. The object-oriented programming concept is applied to finite element method. According to the nature of the finite element analysis, the classes and their methods, which describe virtual element, node, material etc., have been developed and implemented using the object-oriented programming language C++. The elements, nodes and materials are stored by chain. Many type's elements are stored mixedly by polymorphism characteristic. The program is implemented and a instance is given to show the programming of finite element method. The results show that the period of programming and debugging is obviously shorter than that of traditional method; the code's utilization ratio is also increased obviously.     

Finite Element Analysis of Single Pearlitic Colony with Layer Meso-structure

A great number of experiments show that pearlitic steel with Layer Meso-structure depend greatly on its struc- ture. Its fatigue life is marked influenced by the interlamellar spacing. Based on the finite element analysis of single pearlitic colony with different interlamellar spacings, the reason of the interlamellar spacing is investigated, which plays an important role in the mechanics behavior of single pearlitic colony. It is necessary to establish the relationship between the microstructure and the mechanics behavior of the pearlitic material, and the importance of the interlamellar spacing is introduced into the constitutive equation of Single Pearlitic Colony.