板厚对不同胶粘剂胶烛单搭接头中应力分布影响的数值分析

采用三维弹塑性有限元分析方法,研究了板厚对胶焊单搭接头中有效应力分布的影响。计算结果表明,板厚对不同胶粘剂胶焊接头中的有效应力分布有不同影响。对酚醛树脂胶粘剂胶焊接头,搭接区边缘应力高于焊点边缘,搭接区边缘是裂纹的起裂位置;随板厚增加,搭接区边缘的峰应力减小而焊点边缘应力变化不大,使应力分布趋于均匀,对提高接头强度有利。对丙烯酸酯胶粘剂胶焊接头刚好相反。     

搭接长度对胶焊接头应力分布的影响

采用三维弹塑性有限元方法,对采用酚醛树脂和丙烯酸酯两种胶粘剂的胶焊单搭接头,研究了其搭接长度对接头中应力分布的影响,计算结果表明,酚醛树脂胶粘剂焊接头,搭接区边缘应力值高于焊点边缘应力值,丙烯酸酯胶粘剂的胸焊接头中,焊点边缘应力远高于搭接区边缘应力,搭接长度增大时,两种胶粘剂胶焊接头搭接区内,焊点边缘和搭接区边级处的峰应力值都减小,增中搭接长度可以提高胶焊接头的强度。     

胶焊接头的三维弹塑性应力分析

采用三维弹塑性有限元方法,数值分析了胶焊搭接接头的应力分布,并与点焊接头、胶接接头的应力分布情况相比较。结果表明,胶焊接头搭接区中应力分布均匀,其焊点内部不存在点焊接头焊点中所具有的高应力,消除了点焊接头中焊点边缘处的应力集中。胶焊接头的应力分布特征与胶接接头十分相似。由应力分析预测的接头强度与已有的试验结果一致。     

胶焊搭接接头的应力分布和疲劳行为研究

考察了胶焊接头焊点区的结构组成和硬度分布,建立了胶焊接头的计算模型,模型中计人了若干结构细节,使之与实际接头更为接近。计算并对比研究了胶焊和点焊、胶焊和胶接接头中的应力。通过疲劳试验获得了三种接头的－Ｎ曲线,研究了三种接头的疲劳性能和断裂特征。结果表明,数值分析所得应力与疲劳性能试验结果及试验现象吻合良好。在电阻点焊接头中采用胶粘剂,可大大改善电阻点焊接头的疲劳性能,而焊点对胶接接头的疲劳性能有不利影响。     

胶瘤弹性模量对铝单搭接接头应力分布的影响

利用弹塑性有限元法,研究四种不同弹性模量的胶粘剂 (丙烯酸酯胶、聚氨基甲酸乙酯胶、环氧树脂胶和酚醛树脂胶粘剂等) 形成的胶瘤对铝合金单搭接接头应力分布的影响.结果表明,当胶瘤采用不同于胶层的胶粘剂时,随着胶瘤弹性模量的减小,在胶层与胶瘤的连接处胶层中应力峰值显著提高,且均高于由单一胶所形成接头的应力峰值.对被粘物中紧邻界面层中的应力分布而言,峰值应力出现在胶瘤与胶层的连接处及靠近搭接区两端部处.随着胶瘤弹性模量的增加,靠近被粘物承载端的区域的应力越大,而自由端的应力越小,且靠近承载端的区域的应力峰值由胶瘤与胶层的连接处向承载端一侧转移,因而采用弹性模量低的胶粘剂形成胶瘤对接头的承载不利.     

搭接长度对胶接接头工作应力分布影响的数值分析

运用弹塑性有限元法对单搭接金属胶接接头承载后的应力分布特征进行分析，重点研究搭接长度对分别采用酚醛树脂和丙烯酸酯制备的接头应力分布和接头强度的影响。结果表明，胶粘剂的性能对应力分布有较大影响，酚醛树脂胶粘剂制备的接头中胶瘤承担了相当多的载荷，且随搭接长度的增加,von Mises等效应力峰值和剪切应力峰值均趋于向胶层内转移，胶层中各部位的应力亦均有下降；当采用丙烯酸酯胶制备的接头时，胶瘤承载作用并不明显，其应力峰值出现在胶层中被粘物拐角处。     

汽车钢板胶焊接头的计算模型及其应力场特征研究

基于对胶焊接头局部结构和硬度分布的分析,建立了胶焊接头的计算模型。同时,对胶焊搭接接头拉伸剪切试验的载荷—位移曲线作了讨论。采用所建立的模型进行有限元计算,获得了两种弹性模量胶粘剂胶焊接头和单纯点焊接头的应力场,所得结果证实了计算模型模拟胶焊接头的有效性。     

胶焊连接力学性能的影响因素研究

通过试验研究了胶层和母材强度对胶焊连接头力学性能的影响,并对接头性能的影响因素进行了分析。试验表明:胶焊中的胶层可增加焊核直径,即得到同一直径大小的焊核,胶焊比点焊所需电流更小,故胶焊能耗较点焊更低;胶焊中焊点的剪切强度相比单纯点焊有所提升,并且随着母材强度的减小,胶焊中焊点剪切强度的提升更为明显;母材强度越高,胶焊连接的剪切强度越高,高强度结构胶的力学性能越能实现最大化;胶焊接头的强度随着母材强度的提高而提升,但是当外力超过接头强度极限后,其破坏速率也同步增加,相对母材强度低的接头失效更快,因此要根据车身不同位置的受力情况以及接头强度需求,合理设计胶焊接头的板件强度组合。     

点焊搭接接头中的应力分布及接头疲劳行为研究

基于实际点焊接头硬度分布的分析,建立了包括熔核,热影响区和母材的单点点焊搭接接头计算模型。用三维弹塑性有限元分析方法,全面分析了点焊搭接头的应力分布情况。分析结果表明：接头搭接区内表面上焊点边缘处的应力集中是接头高周疲劳裂纹起裂和扩展的决定因素。焊点边缘附近区域中的存在的高应力,导致高周疲劳裂纹由强度较低的母材起裂并扩展。     

混元胶接单搭接头的应力与刚度分析

拉剪胶接接头的峰值应力常发生在搭接区端头,而中间区的应力非常小,为降低应力集中,提高接头强度和连接效率,系统研究胶层变刚度的混元胶接技术,将高弹性模量的脆性胶置于中间区,而低模量的韧性胶置于搭接区边缘.以胶接理论为基础,考虑被粘物剪切应变,建立单搭拉剪混元胶接接头的线弹性应力和刚度解析模型.理论模型中的正应力和剪应力与有限元模型吻合得较好,证实理论模型的正确性.有限元和解析解均表明,混元胶接接头在搭接区端头的峰值剪应力分别较单一刚性胶和柔性胶胶接时下降了52.1%和24.4%,参数研究中确定了影响混元胶接接头应力和刚度分布特征的关键耦合参数.     

Creep analysis of adhesively bonded single lap joint using finite element method

Adhesive joints are being used widely in engineering industries due to the increasing demand for designing lightweight structures. Because of the physical properties of the most adhesives, they creep even at room temperature. Therefore, the creep behavior of a single lap adhesive joint is studied in this paper. For this purpose, using the experimental data, creep constitutive equations for the adhesive has been obtained. Then, these equations have been employed to investigate the creep behavior of the joint. The results show that due to the creep straining, the stresses in the joint corners, decrease. However, creep strain accumulates in these areas which this in turn may lead to separation of adhesive from adherent. In order to eliminate the effect of strain accumulation, two modifying methods have been proposed in this paper: increasing the layer thickness and using filleted joints.     

Fatigue Resistance and Failure Behavior of Penetration and Non-Penetration Laser Welded Lap Joints

Penetration and non-penetration lap laser welding is the joining method for assembling side facade panels of railway passenger cars,while their fatigue performances and the difference between them are not completely understood.In this study,the fatigue resistance and failure behavior of penetration 1.5+0.8-P and non-penetration 0.8+1.5-N laser welded lap joints prepared with 0.8 mm and 1.5 mm cold-rolled 301L plates were investigated.The weld beads showed a solidification microstructure of primary ferrite with good thermal cracking resistance,and their hardness was lower than that of the plates.The 1.5+0.8-P joint exhibited better fatigue resistance to low stress amplitudes,whereas the 0.8+1.5-N joint showed greater resistance to high stress amplitudes.The failure modes of 0.8+1.5-N and 1.5+0.8-P joints were 1.5 mm and 0.8 mm lower lap plate fracture,respectively,and the primary cracks were initiated at welding fusion lines on the lap surface.There were long plastic ribs on the penetration plate fracture,but not on the non-penetration plate fracture.The fatigue resistance stresses in the crack initiation area of the penetration and non-penetration plates calculated based on the mean fatigue limits are 408 MPa and 326 MPa,respectively,which can be used as reference stress for the fatigue design of the laser welded structures.The main reason for the difference in fatigue performance between the two laser welded joints was that the asymmetrical heating in the non-penetration plate thickness resulted in higher residual stress near the welding fusion line.     

空心圆柱滚子与滚道接触应力及位移分析

根据接触力学理论，用有限元方法对空心滚子轴承受载后的应力、位移和接触等情况进行了全面分析，结果表明，设计合理的空心滚子可以降低轴承的等效应力，然而，降低应力的效果与轴承所受载荷的大小有关；空心滚子轴承与实心滚子轴承同样不可避免地存在等效应力的“边缘效应”，因而，有必要通过其他设计方法来避免或降低这种等效应力的“边缘效应”，进一步提高轴承的承载能力和疲劳寿命。     

The effect of welding parameters on fracture toughness of resistance spot-welded galvanized DP600 automotive steel sheets

The aim of this study was to evaluate the fracture toughness of resistance spot welded (RSW) lap joints of galvanized DP600 steels. RSW lap joints galvanized DP600 steel sheets were performed on spot welded in a pneumatic, phase-shift-controlled, and 0–9?kA effective weld current capable AC spot welding machine. Defect-free RSW lap joints were produced on galvanized DP600 steel sheets. Fracture toughness of RSW lap joints were calculated from the results of shearing tensile tests: the dependence of fracture toughness to welding current, welding time, and hardness of welding zone for galvanized DP600 steel sheets. According to the experimental data, the fracture toughness increases as welding current and welding time increase up to a certain value, then the fracture toughness starts to decrease. Also, it was seen that the fracture toughness varies with the hardness of the welding zone. This variation is related to welding current.