加筋板广布疲劳损伤的剩余强度分析

给出加筋板广布疲劳损伤的两种损伤类型和两个剩余强度判据,剩余强度判据是净截面塑性区屈服判据和裂尖韧带屈服判据.给出蒙皮带有多裂纹和蒙皮带有多裂纹且桁条也带有裂纹时应力强度因子的近似工程估算方法.文中也给出加筋板含多裂纹时剩余强度净截面塑性区屈服判据和裂尖韧带屈服判据的表达式及塑性区尺寸估算方法.对三种损伤的加筋板进行剩余强度试验,指出多裂纹尤其是桁条也带裂纹时剩余强度降低较多.用上述两种判据进行加筋板广布疲劳损伤剩余强度预测,预测结果和试验结果比较符合.     

飞机铝合金壁板结构广布疲劳多裂纹扩展与剩余强度研究

随着航空工业的发展,飞机经过长时间服役,其广布疲劳损伤带来的飞机服役可靠性问题日益受到关注。针对飞机铝合金壁板结构开展了疲劳裂纹扩展试验与剩余强度拉伸试验,以及数值仿真研究,并采用塑性区连通准则、表观断裂韧性准则、净截面屈服准则和韧带平均应力准则4种典型的多裂纹连通准则对其剩余强度进行了对比分析。结果表明：随着疲劳裂纹的逐渐扩展,裂纹尖端应力强度因子逐渐增大,裂纹扩展速率逐渐增大。对于含多裂纹的铝合金壁板结构,建立剩余强度与裂纹总长度的关系更能准确体现机身壁板在实际服役过程中的剩余强度变化。与其他3种准则相比,塑性区连通准则可以控制含等长度裂纹与非等长度裂纹的铝合金壁板结构剩余强度的预测结果与试验结果的相对误差在5%以内,是4种准则中预测精度最高的,因此,塑性区连通准则对飞机铝合金壁板结构广布疲劳损伤设计具有良好的指导意义。     

含纵向裂纹机身壁板损伤容限性能试验与分析

对民用飞机含纵向裂纹机身加筋壁板在增压和轴向拉伸联合载荷作用下进行损伤容限试验和数值仿真分析。通过试验深入研究了机身壁板的裂纹扩展规律和剩余强度特性,借助Ansys有限元软件计算了不同裂纹长度下的应力强度因子,对裂纹扩展寿命进行了预测,基于线弹性断裂力学给出了剩余强度特征曲线,并进行了试验结果和计算分析的对比。研究结果表明:数值分析与试验结果吻合良好,可为机身壁板损伤容限设计及评定提供依据。     

加筋板多处损伤疲劳裂纹扩展研究

给出加筋板多处损伤裂纹扩展的预测计算和试验,其目的是研究飞机真实结构--加筋板多裂纹扩展的预测计算方法.用Walker裂纹扩展方程和Willenborg-Chang裂纹扩展模型为根据,并在每个载荷循环都考虑裂纹之间的相互影响.用循环接循环进行裂纹累积,用虚拟施加剩余强度载荷和裂尖韧带塑性区连通判据确定临界裂纹尺寸.文中给出典型随机谱下加筋板多裂纹扩展计算预测,并给出初始裂纹和剩余强度载荷的改变对临界裂纹尺寸和扩展寿命的影响,也给出在恒幅谱及程序块谱载荷下加筋板多裂纹的扩展试验以及试验与计算的比较.     

CFRP加固含裂纹钢板疲劳性能研究

基于Paris公式估算钢构件剩余疲劳寿命。通过对试件裂纹尖端应力强度因子和裂纹扩展长度的估计,用积分计算其剩余寿命。试验证明加固的钢板受疲劳载荷的过程中CFRP板能有效发挥作用且不易剥离。单侧加固和双侧加固钢板疲劳寿命分别提高了1.1倍和4.9倍。因此用CFRP加固修复疲劳载荷下的损伤构件是一种行之有效的方法。     

整体加肋板裂纹扩展特性分析

对整体加肋板进行了疲劳裂纹扩展试验,分析了结构疲劳裂纹扩展的基本特性及规律,讨论了应力强度因子工程计算方法,为整体加肋板的损伤容限评定及设计提供了依据。     

基于强度退化的金属材料疲劳寿命预估

为了进一步研究疲劳过程中金属材料剩余强度退化的规律,从疲劳损伤的定义出发,建立了剩余强度退化模型.根据前人的试验数据来验证本模型的正确性,通过与其他学者模型计算数据对比表明文章所建立模型提高了计算精度.同时基于所建立剩余强度退化模型提出一种改进的等损伤模型,由此推导出疲劳累积损伤模型.将此累积损伤模型应用于两级载荷下疲...     

纤维环向缠绕复合材料气瓶冲击损伤容限研究

为研究纤维缠绕复合材料层CNG气瓶冲击后损伤容限问题,采用疲劳应变比率作为损伤变量,建立疲劳累积损伤模型;对气瓶缠绕层的冲击损伤剩余强度采用开孔等效计算方法,应用Nuismer—Whitney平均应力准则,关联疲劳累积损伤函数中的最大应力与拉伸载荷下的含孔层合板剩余强度的关系,建立适用于在疲劳载荷下的含孔层合板结构剩余强度的估算方法,用于复合材料CNG气瓶冲击剩余强度的预测。结果表明,文中提出的分析模型预测结果与专家提出的复合材料气瓶冲击损伤评定标准基本吻合。     

现役华南地区输电塔架钢结构材料剩余强度研究

通过对使用环境中服役30年的钢结构材料进行静强度试验,得到腐蚀疲劳环境下钢材的剩余强度。通过分析试验结果,确定腐蚀疲劳环境对金属材料剩余强度的影响,并给出概率分布模型。研究结果表明:腐蚀疲劳会造成部分结构产生内部损伤,大大降低该类试件的剩余强度,未产生内部损伤的结构材料其剩余强度小幅下降,全部试件剩余强度呈现双峰特性,可以用混合对数正态分布描述其概率分布。     

用剩余疲劳损伤强度预测机械零件疲劳可靠度及寿命的方法

提出在缺乏零件工作载荷谱时，进行该零件疲劳可靠性计计算的方法。用使用过一段时间的零件进行疲劳试验。根据这些试验数据统计出剩余疲劳损伤强度，并利用剩余疲劳损伤强度确定该元件在已使用期内的累积疲劳损伤量。然后用疲劳累积损伤可靠性模型进行零件疲劳可靠性设计计算。     

老龄飞机MSD结构剩余强度评定技术

讨论了多部位损伤(MSD)对结构安全性的影响和MSD结构安全性评定所赋予的新内容。通过等距等长共线孔孔边裂纹平板和等距等长共线裂纹平板的剩余强度计算,研究分析了MSD结构剩余强度评定中裂纹之间的相互作用、材料塑性、裂纹连通准则和破坏准则等关键技术。     

Durability of riveted joints of the fuselage skin

Experimental studies of the fatigue and durability of panels forming a longitudinal lap joint of the fuselage skin are considered. Correction factors for calculating strain intensities, panel durability until crack formation, the duration of the process of fatigue crack growth until damage to panels, and criteria of their residual strength are given.     

Numerical analysis of static performance comparison of friction stir welded versus riveted 2024-T3 aluminum alloy stiffened panels

Most researches on the static performance of stiffened panel joined by friction stir welding（FSW） mainly focus on the compression stability rather than shear stability. To evaluate the potential of FSW as a replacement for traditional rivet fastening for stiffened panel assembly in aviation application, finite element method（FEM） is applied to compare compression and shear stability performances of FSW stiffened panels with stability performances of riveted stiffened panels. FEMs of 2024-T3 aluminum alloy FSW and riveted stiffened panels are developed and nonlinear static analysis method is applied to obtain buckling pattern, buckling load and load carrying capability of each panel model. The accuracy of each FEM of FSW stiffened panel is evaluated by stability experiment of FSW stiffened panel specimens with identical geometry and boundary condition and the accuracy of each FEM of riveted stiffened panel is evaluated by semi-empirical calculation formulas. It is found that FEMs without considering weld-induced initial imperfections notably overestimate the static strengths of FSW stiffened panels. FEM results show that, buckling patterns of both FSW and riveted compression stiffened panels represent local buckling of plate between stiffeners. The initial buckling waves of FSW stiffened panel emerge uniformly in each plate between stiffeners while those of riveted panel mainly emerge in the mid-plate. Buckling patterns of both FSW and riveted shear stiffened panels represent local buckling of plate close to the loading corner. FEM results indicate that, shear buckling of FSW stiffened panel is less sensitive to the initial imperfections than compression buckling. Load carrying capability of FSW stiffened panel is less sensitive to the initial imperfections than initial buckling. It can be concluded that buckling loads of FSW panels are a bit lower than those of riveted panels whereas carrying capabilities of FSW panels are almost equivalent to those of riveted panels with identical geometries. Finite elem     

Characterization of fretting fatigue crack initiation processes in CR Ti–6Al–4V

A study was conducted to quantify fretting fatigue damage and to evaluate the residual fatigue strength of specimens subjected to a range of fretting fatigue test conditions. Flat Ti–6Al–4V specimens were tested against flat Ti–6Al–4V fretting pads with blending radii at the edges of contact. Fretting fatigue damage for two combinations of static average clamping stress and applied axial stress was investigated for two percentages of total life. Accumulated damage was characterized using full field surface roughness evaluation and scanning electron microscopy (SEM). The effect of fretting fatigue on uniaxial fatigue strength was quantified by interrupting fretting fatigue tests, and conducting uniaxial residual fatigue strength tests at R=0.5 at 300 Hz. Results from the residual fatigue strength tests were correlated with characterization results.While surface roughness measurements, evaluated in terms of asperity height and asperity spacing, reflected changes in the specimen surfaces as a result of fretting fatigue cycling, those changes did not correspond to decreases in residual fatigue strength. Neither means of evaluating surface roughness was able to identify cracks observed during SEM characterization. Residual fatigue strength decreased only in the presence of fretting fatigue cracks with surface lengths of 150 μm or greater, regardless of contact condition or number of applied fretting fatigue cycles. No cracks were observed on specimens tested at the lower stress condition. Threshold stress intensity factors were calculated for cracks identified during SEM characterization. The resulting values were consistent with the threshold identified for naturally initiated cracks that were stress relieved to remove load history effects.     

轴压下复合材料加筋板的损伤抑制带设计

采用ABAQUS有限元软件建立复合材料加筋板模型,分析了轴压载荷下损伤抑制带对损伤扩展的抑制效果以及对承载能力的影响。分析损伤抑制带数量和其沿蒙皮的分布等设计变量对结构剩余强度的影响,并提出损伤抑制带的设计规律。     

典型机翼整体壁板止裂特性分析及优化设计

通过断裂力学的方法,应用大型有限元软件,分析典型加筋机翼整体壁板几何参数对止裂特性的影响.对各种参数下多筋条铝合金整体加筋壁板,裂纹从断裂筋条下向两侧均匀扩展的开裂模式,进行剩余强度的计算.采用遗传算法对典型加筋整体壁板参数进行优化设计,该计算与设计是根据中心加强件断裂的蒙皮双跨裂纹最大损伤范围的建议进行的.其能找出满足裂纹处在双跨筋条间距以内被有效止裂的条件下,使结构重量最轻的参数,为保证剩余强度下进行结构减重设计提供参考.     

一种可用于复合材料寿命预测的非线性疲劳损伤累积模型

结合试验数据,提出了一种含有3个待定参数的非线性疲劳损伤累积模型,该模型能够描述复合材料结构疲劳损伤扩展3个阶段,即可以模拟初始循环载荷的损伤快速增长阶段、达到特征损伤状态时的缓慢增长阶段及断裂前损伤快速扩展的阶段。通过算例验证:本文模型与试验数据吻合性较好,可用于对复合材料结构疲劳寿命进行预测及损伤评估。