复合材料衬套螺栓干涉连接安装过程损伤机制

复合材料干涉连接结构由于能够显著降低孔周应力集中,提高结构承载能力和疲劳寿命,而成为一种先进的连接形式。但是由于复合材料层间强度低的特点,不合理的干涉螺栓连接结构形式、尺寸以及安装方式很容易引起孔壁分层,降低结构承载能力。针对该问题,本论文提出了一种基于衬套螺栓的干涉连接结构,并对该结构开展了安装过程中承载机制的试验和有限元研究。试验中测量了插钉力变化和孔壁损伤情况,有限元模型中充分考虑了层内损伤和层间分层因素,建立了基于复合材料渐进损伤和内聚力单元的损伤预测模型。通过干涉量为2.2%的衬套螺栓安装过程中的插钉力和损伤的有限元模型与试验结果对比分析发现,二者拟合度良好,证明模型的准确性。通过不同干涉量下的分层情况对比分析以及临界干涉量求解,解释了衬套螺栓提高孔壁质量的原因并提出了可靠干涉量范围。     

分层对复合材料机械连接结构承载能力的影响

针对含孔边分层复合材料沉头螺栓连接结构,通过挤压试验及有限元仿真,研究了孔边分层对复合材料连接结构力学性能的影响。通过连接孔的挤压试验,得到了不同类型试验件的承载能力与破坏模式。有限元仿真中,基于ABAQUS有限元分析软件建立了复合材料机械连接的三维有限元模型,进行复合材料渐进失效损伤模拟,并采用内聚力单元来模拟预制分层。有限元计算得到载荷-位移曲线和变形模式与试验吻合较好,从而验证了有限元模型的有效性。在此基础上,分析了含孔边分层的复合材料机械连接结构的破坏机制,并研究了分层位置、分层面积大小和分层形状对该结构承载能力的影响。研究表明：复合材料的破坏始于沉头孔中的直孔区域,且当预制分层位于直孔区域时,结构的承载能力最低;分层形状为圆形和正方形时,会严重影响结构的承载能力,分层形状为椭圆形时,对承载能力影响较低。无论分层形状如何变化,分层总是从受挤压的一侧开始,以半圆弧的形状向受挤压方向进行扩展。     

复合材料单螺栓双剪搭接干涉配合疲劳强度评价

该文采用有限元软件ANSYS,建立了复合材料单螺栓双剪搭接干涉配合的三维有限元模型,研究了当连接模型中施加了预紧力时,预紧力对干涉配合的影响.首先分析了无载荷作用下复合材料板在干涉配合孔边切向应力分布特点;之后比较了双剪搭接在10kN 和15kN 两种远程纵向载荷作用下,孔边切向应力的分布情况.结果表明:远程纵向循环载荷作用下,预紧力能有效均匀各板所受载荷,并可消除在无预紧力时中板上的局部应力集中点,而且适当增大预紧力能提高干涉配合连接的效率;此外研究显示双剪搭接连接在不同的载荷下,疲劳危险点也不同;最后研究了复合材料干涉配合连接时,各板的交叉区域孔边切向应力分布,因此得出各板在高低不同的载荷下疲劳危险点的分布.     

制造公差对复合材料螺栓连接结构强度分散性的影响

为解决由于螺栓和复合材料板制孔制造过程中不可避免的制造公差引起的配合间隙的不同,而使复合材料螺栓连接钉载分配不同,从而导致螺栓连接强度分散性的问题,以英制高锁螺栓和孔板制孔的制造公差为例,研究不同配合间隙下双剪四钉螺栓连接钉载分配情况,并进一步采用改进的特征曲线法、改进的强度包线法和渐进损伤模型对螺栓连接结构的强度进行预测,得到四钉连接失效强度的分散区间分别为[-3.87%,2.16%]、[-4.01%,3.95%]和[-3.16%,5.14%]。结果说明如果紧固件及螺栓孔均符合制造标准,则其对强度的影响范围不超过6%。     

3钉带衬套复合材料/金属接头拉伸疲劳性能

带衬套沉头螺栓连接已经在复合材料连接结构中得到了一定应用,需要对其疲劳性能进行研究.本工作在单搭接 3 钉带衬套碳纤维复合材料/钛合金沉头螺栓连接接头实验研究基础上,建立复合材料及金属结构的疲劳分析模型,对结构的疲劳性能进行有限元分析,并与无衬套接头模型进行对比,研究衬套对接头疲劳性能的影响.结果表明,使用衬套比仅采用螺杆过盈装配能够更加有效地提升接头的疲劳寿命,其中层合板寿命提高了约 3 .6 倍,钛合金板寿命提高了约 2 .7 倍,螺栓寿命提升了约 1 4 倍,并且仅出现钛合金板破坏,紧固件不破坏.结合实验结果分析发现,由于复合材料和金属材料自身疲劳性能的差异,其机械连接结构的疲劳破坏模式会因载荷水平的不同而发生变化;当载荷水平较低时,金属结构更容易发生破坏.     

碳纤维增强环氧树脂复合材料层合板干涉连接插钉轴向力建模与分析

碳纤维增强环氧树脂复合材料（CFRP）构件干涉配合连接的插钉轴向力过大会引起层合板弯曲和分层,严重影响产品的安全性。针对CFRP层合板的高锁螺栓干涉连接过程,分析了其制孔、插钉及拧紧等装配连接工艺,将其干涉插钉过程划分为4个阶段,并对各个阶段进行了详细的力学行为分析;对螺栓杆处和倒角处的挤压力和摩擦力分别进行力学建模,并结合各作用力的边界条件与阶段划分,构建了干涉插钉全过程的轴向力模型;通过ABAQUS有限元模拟了CFRP层合板干涉插钉工艺过程,并开展了干涉螺栓安装实验,对比分析了层合板孔周径向挤压应力分布和插钉轴向力变化规律,解析结果与模拟和实验结果吻合较好,为后续CFRP层合板的插钉分层损伤和工艺优化研究奠定基础。      

微动损伤对复合材料螺栓连接预紧力松弛的影响

开展了横向循环载荷下复合材料螺栓连接件预紧力松弛试验,探究了材料疲劳损伤与接触面微动磨损联合作用下螺栓连接预紧力松弛过程。基于有限元软件ABAQUS,采用Archard磨损模型和ALE（Arbitrary Lagrangian-Eulerian）自适应网格技术,编制了适用于连接结构微动磨损的UMESHMOTION子程序,建立了分析连接支承面微动磨损的计算模型;利用子程序UMAT编制了Shokrieh和Lessard提出的疲劳累积损伤定量分析程序。在此基础上分析了复合材料疲劳损伤、螺孔伸长及接触磨损的耦合作用下预紧力随循环周次变化的机制,与实验结果进行对比,验证了所提出的预测方法的合理性、有效性。      

干涉对复合材料层合板连接系统的极限挤压强度影响

本文对复合材料层合板单面螺纹抽钉紧固件干涉配合连接结构和高锁螺栓间隙配合连接结构的静挤压强度进行了试验研究.分别考虑了不同干涉量配合和间隙配合对紧固件连接结构极限挤压强度的影响.在静拉伸试验中,采用了卡口引伸计来实时监测孔的变形量.根据ASTM D 5961挤压试验方法标准,得到极限挤压强度及偏移量为2%的2%偏移挤压...     

考虑紧固螺栓的三排滚柱式转盘轴承载荷分布计算

螺栓是转盘轴承的关键紧固件。为考察紧固螺栓工作参数对转盘轴承载荷分布的影响,提出了一种针对三排滚柱式转盘轴承的有限元等效建模方法。首先,基于三排滚柱式转盘轴承的结构特点和受力情况,建立考虑紧固螺栓的转盘轴承有限元模型,并从减少计算量和保证计算效率等方面考虑,采用非线性弹簧单元模拟滚子,通过有限元仿真快速获取了该转盘轴承的载荷分布。然后,设计并开展三排滚柱式转盘轴承静态加载试验,通过有限元仿真结果和试验结果的对比验证了所构建有限元模型的准确性。最后,基于构建的有限元模型,分析了螺栓预紧力和螺栓结合面处摩擦系数对三排滚柱式转盘轴承载荷分布的影响。仿真结果表明：螺栓预紧力对三排滚柱式转盘轴承载荷分布的影响显著,而螺栓结合面处摩擦系数的影响微弱,其中上排滚子承受的最大载荷随螺栓预紧力的增大而增大,下排滚子承受的最大载荷随预紧力的增大而减小;在轴向力和倾覆力矩的联合作用下,三排滚柱式转盘轴承下排滚子承受的载荷总体上高于上排滚子,充足的螺栓预紧力可以提高转盘轴承的承载能力,而螺栓预紧力不足则会使下排滚子承受更大的载荷,导致转盘轴承提前失效。研究结果可为转盘轴承的安装和后期维护提供参考。     

双剪切连接件钉传载荷分析及其均化处理

采用试验和有限元分析相结合的方法开展双剪切连接件钉传载荷研究。通过有限元软件ABAQUS开展双剪切连接件数值模拟研究,数值模拟中综合考虑连接件的摩擦、接触和预紧力。数值模拟得到的钉传载荷分配比率与动态应变采集仪测得的试验结果相吻合,验证了有限元模型的正确性。在此模型基础上分析了过盈和间隙配合对钉传载荷分配比率均化效果的影响。分析结果表明:双剪切连接件搭接板最大应力发生在中板的靠近单板钉孔处,合理安排各孔的过盈及间隙配合能够均化各钉传载荷比率,提高孔的承载能力。     

Finite element investigations of bolt clamping force and friction coefficient effect on the fatigue behavior of aluminum alloy 2024-T3 in double shear lap joint

In this paper, the effect of bolt clamping force on the fatigue life of bolted double shear lap joints was investigated numerically. To do so, finite element simulation results were used to illustrate the trends occurred in experimental fatigue tests showing the effect of bolt clamping on improving the fatigue life of double shear lap joints. The results show that clamping force decreases the resultant longitudinal stress at the hole edge thus the fatigue life increases compared to clearance fit specimens. In general, at higher tightening torque longer fatigue lives were achieved, however, below a certain load level the life improvement was discontinued because of fretting occurrence. Also lubricating the specimens reduces the advantages of the clamping force.     

Investigation the effect of tightening torque on the fatigue strength of double lap simple bolted and hybrid (bolted–bonded) joints using volumetric method

In this research, the effect of the tightening torque on the fatigue strength of 2024-T3 double lap simple bolted and hybrid (bolted–bonded) joints have been investigated experimentally by conducting fatigue tests and numerically by implementing finite element analysis. To do so, three sets of specimens were prepared and each of them subjected to tightening torque of 1, 2.5 and 5 Nm and then fatigue tests were carried out under different cyclic longitudinal load levels. In the numerical method, the effect of the tightening torque on the fatigue strength of the considered joints has been studied by means of volumetric method. To obtain stress distribution around the notch (bolt hole) which is required for the volumetric method, nonlinear finite element simulations were carried out. In order to estimate the fatigue life, the available smooth S–N curve of Al2024-T3 and the fatigue notch factors obtained from the volumetric method were used. The estimated fatigue life was compared with the available experimental test results. The investigation shows that there is a good agreement between the life predicted by the volumetric method and the experimental results for different specimens with a various amount of tightening torques. The results obtained from the experimental analysis showed that the hybrid joints have a better fatigue strength compared to the simple bolted joints. In addition, the volumetric method and experimental results revealed that the fatigue life of both kinds of the joints were improved by increasing the clamping force resulting from the torque tightening due to compressive stresses which appeared around the bolt hole.     

On the Variation of Clamping Force in Bolted Double Lap Joints Subjected to Longitudinal Loading: A Numerical and Experimental Investigation

Abstract: This study investigates the variation of clamping force and its concomitant effects on the performance of bolted double lap joints subjected to longitudinal loading. Two different amounts of clamping force were applied to bolted double lap joints made of Aluminium 2024‐T3, and variations of clamping force were measured under the application of longitudinal loading. Finite element modelling was also performed to compare with experiments. The results unanimously revealed a gradual initial reduction of clamping force followed by a significant increase as the longitudinal load was increased. Also affected, was the load transfer mechanism in the joint resulting in variation of friction force between the plates, but in a different trend compared to clamping force. Finally, the key parameters have been discussed and highlighted pertaining to the performance of the joint.     

Experimental and numerical investigations about the combined effect of interference fit and bolt clamping on the fatigue behavior of Al 2024-T3 double shear lap joints

In this paper the fatigue behavior of double shear lap joints treated by different combinations of interference fit and bolt clamping have been investigated both experimentally and numerically. To do so, specimens made from aerospace structural material of aluminum alloy 2024-T3 plates were interference fitted at the sizes of 1.5% and 4.7% and torque tightened with 2 and 4 N m to be prepared for fatigue tests. Consequently, the joints were subjected to cyclic load at different levels to obtain fatigue life. Finite element (FE) analysis was also performed to find the stress and strain distributions and the results were used to help explain the trends observed in the experimentally obtained S–N data. The experimental tests showed that during the interference fit process a protruded region is created at around the hole in the exit plane due to directional material plastic flow as a consequence of the oversized bolt force fitting. This protruded region has a bigger height for the bigger interference fit size. The finite element results showed that the protruded region generally localizes the compressive effect of bolt clamping and reduces its capability in fatigue life enhancement, by relaxing the clamping force. The fatigue test results showed that a better fatigue life improvement was achieved by employing the combination of a smaller interference fit size and bigger clamping force.     

Prediction of fatigue life in aircraft double lap bolted joints using several multiaxial fatigue criteria

In this research, the effects of torque tightening on the fatigue strength of 2024-T3 aluminium alloy double lap bolted joints have been studied via experimental and multiaxial fatigue analysis. To do so, three sets of the specimens were prepared and each subjected to different levels of torque i.e. 1, 2.5 and 5 N m and then fatigue tests were carried out at various cyclic longitudinal load levels. A non-linear finite element ANSYS code was used to obtain stress and strain distribution in the joint plates due to torque tightening of bolt and longitudinal applied loads. Fatigue lives of the specimens were estimated with six different multiaxial fatigue criteria by means of local stress and strain distribution obtained from finite element analysis. Multiaxial fatigue analysis and experimental results revealed that the fatigue life of double lap bolted joints were improved by increasing the clamping force due to compressive stresses which appeared around the hole.     

多孔复合材料机械连接件弹性接触内力和应力分析

本文用有限元混合法给出了多孔复合材料机械连接件弹性接触内力和应力分析。文中详细讨论了销钉弹性、层合板铺设方式和摩擦对各孔钉载分配及孔边应力的影响,并给出了多孔连接件向单孔连接件简化的条件。      

钢管混凝土梁柱加强环螺栓节点受力性能优化研究

为研究具有不同构造形式的加强环螺栓连接节点的力学性能,基于圆钢管混凝土柱-钢梁外加强环螺栓连接节点单调加载试验结果,采用合适的混凝土与钢材本构模型,通过ABAQUS建立该类节点的三维精细化有限元分析模型;对比分析试验和模型的受力特征和破坏形式,验证了数值模型的可靠性;与加强环焊接刚接节点对比,通过对不同构造措施下的加强环螺栓连接节点进行数值模拟,分析结果表明:加强环上采用4排螺栓并加设腹板加劲肋和环板加劲肋的加强环螺栓连接节点可达到全焊加强环刚接节点的初始刚度和抗弯承载力。     

Effect of clamping force on the delamination onset and growth in bolted composite laminates

Clamping force is a key element that alters the mechanism and sequence of failure in bolted joints of composite laminates. The mode of failure in bolted joints can be controlled by geometrical parameters and the preferred fail safe mode of failure is ‘bearing’ which generally consists of matrix cracks, delamination and fibre microbuckling. Three-dimensional (3-D) pinned (without clamping force) and bolted (1 kN clamping force) joint models were developed in [0/90]_s carbon fibre reinforced plastic (CFRP) laminates to show the clamping force effect on the onset and growth of delamination. It is shown that delamination was resulted from the shear stress components (Mode II & III) at the interface and the contribution of the out-of-plane component (Mode I - opening), so the clamping force, was negligible without modelling the in-plane failure modes and their coupling with delamination, which will be considered in future work.     

湿热环境对CFRP复合材料-铝合金螺栓连接结构静力失效的影响

湿热环境对碳纤维增强树脂(CFRP)复合材料-铝合金螺栓连接结构失效的显著影响给整体结构带来了安全隐患。为准确评估湿热环境对混合螺栓连接静力失效的影响，基于复合材料渐进损伤模型及金属韧性断裂准则，建立了考虑湿热效应的复合材料-金属螺栓连接静力失效预测模型。采用该模型预测了CFRP复合材料-铝合金单钉双剪连接结构在23℃干态、70℃平衡吸湿状态下的静强度和失效模式，与试验结果吻合良好，验证了模型的有效性。在此基础上，进一步揭示了不同湿热工况对CFRP复合材料-铝合金单钉双剪、多钉双剪连接结构静力拉伸失效的影响规律。结果表明:相比于23℃干态条件，23℃平衡吸湿条件、70℃干态条件和70℃平衡吸湿条件下CFRP复合材料-铝合金单钉双剪连接结构的失效载荷分别下降了4.5%、7.2%和13.9%；高温是导致湿热环境中CFRP复合材料层板损伤区域增大的主要因素；随着螺栓数目的增加，70℃平衡吸湿状态时连接结构静强度相比于23℃干态的下降幅度逐渐降低。