转子结构系统界面失效分析及稳健设计方法

针对结构非连续转子中连接界面接触状态变化引起界面力学特征改变,使转子系统动力特性不稳健的问题进行分析,并提出了一种界面接触状态的稳健设计方法。结果表明:该方法通过分析结构非连续转子系统中界面损伤失效的力学过程,对结构特征参数进行优化设计,降低界面力学特性对载荷环境的敏感度。以涡轮转子套齿连接为例进行优化设计得到,在加工装配误差所导致的应力极限情况下,最优解的接触应力水平更加远离应力约束边界,使带有连接界面的结构非连续转子系统的力学特性更加稳健,具有较好的工程应用价值。      

凹坑型硬物损伤对TC4材料疲劳强度的影响

针对风扇/压气机叶片中叶盆/叶背遭受的硬物损伤(FOD)凹坑型损伤,进行了不同冲击角度下模拟FOD试验、损伤特征与应力集中分析,开展了冲击后不处理和冲击后去残余应力退火试样的高循环疲劳试验研究和疲劳强度的预测。结果表明:损伤深度和应力集中系数均随着冲击角度的增加而变大,损伤深度范围为0.1~0.5mm,应力集中系数范围为1.3~1.7。不同冲击角度条件下,凹坑型损伤试样疲劳强度相对光滑试样下降程度在50%~70%范围内,与应力集中系数并不是呈单调下降关系,最危险冲击角为60°。去残余应力退火后凹坑型损伤试样的高循环疲劳（HCF）性能有所提高,表明残余应力的影响程度不容忽略。去残余应力试样的HCF性能并不是随应力集中系数的增大而下降,验证了微结构损伤的影响,说明损伤深度作为制定可用极限或维修极限的唯一参量具有一定的局限性。对凹坑型损伤试样的疲劳强度的预测误差在±20%以内。      

复合材料层合板疲劳逐渐累积损伤寿命预测方法

针对疲劳载荷作用下的纤维增强复合材料层合板, 发展了疲劳逐渐累积损伤寿命预测方法.该方法主要包括应力分析、失效分析及材料性能下降三部分.其中, 应力分析是通过三维有限元数值分析技术实现的;失效分析采用改进的Hashin静态失效准则判断疲劳损伤的产生和扩展;材料性能是基于突降和渐降两种准则进行退化的.所发展的方法可以预测不同铺层顺序、不同几何尺寸的复合材料层合结构在疲劳载荷下的损伤起始、扩展、直至结构最终破坏整个过程, 并预测其疲劳寿命.同时, 在ANSYS软件平台上, 开发了相应的参数化复合材料层板结构的疲劳逐渐损伤分析程序.与已有文献结果比较, 误差在10%以内.      

水泥混凝土路面损坏的原因及防治措施

水泥混凝土路面具有强度高、使用寿命长、稳定性好、不易变形等特点,在建设中广泛采用。但在行车荷载和环境因素的作用下会出现不同类型的损坏,本文据此有针对性地采取了防治措施,以避免水泥混凝土路面损坏。     

浅议精神损害赔偿的涵义

精神损害赔偿作为一项重要的民事法律制度，已在我国的司法实践中被广泛采用。但目前仍缺乏明确系统的法律规定，进一步完善我国的精神损害赔偿法律制度，已成当务之急。这要求我国必须结合司法实践，对精神损害赔偿的性质、适用主体、适用范围等问题、进行深入、全面的探讨和研究，正确认识该项法律制度的涵义，为正确适用精神损害赔偿，更好地维护民事主体的合法权益，打下坚实的基础。     

第二代小波包构造及发动机微弱损伤识别

针对航空发动机滚动轴承微弱损伤识别问题,设计了一种识别滚动轴承早期损伤的第二代小波包方法.构造了第二代小波包分解重构算法和第二代小波包算子计算方法;将滚动轴承振动信号进行第二代小波包分解,然后各个频带分解信号分别进行重构;利用希尔伯特变换解调分析各频带信号,得到对应频带信号的包络谱;计算各个频带中滚动轴承故障特征频率对应包络谱幅值的分贝值,提取各频带中故障特征频率对应分贝值的最大值,对滚动轴承早期损伤情况做出定量识别.仿真信号和试验信号分析表明,该识别方法结果可靠,能准确识别出滚动轴承早期损伤.      

空军移交修理企业应急作战条件下战场抢修组织体系建设研究

介绍了在现今条件下,空军移交修理企业通过建立高效能的军、企联合战场抢修领导机构和战场抢修办公室,组建一支由多个抢修分队构成,配备高素质复合型技能人才的飞机战场抢修队的情况。     

Modified micro-mechanics based multiscale model for progressive failure prediction of 2D twill woven composites

To consider fiber random distribution at the microscale for the multiscale model based on the micro-mechanics failure (MMF) theory, clustering method is used for the extraction of amplification factors. As the clustering method is a kind of unsupervised machine learning method, the elements with similar mechanical behavior under external loading can be included in a cluster automatically at the microscale. With this modification, the fiber random distribution model can be used for multiscale damage analysis in the framework of MMF theory. To validate the modified multiscale analysis method, progressive damage analysis of a kind of 2D twill woven composites is conducted based on different microscale models. The stress values for microscale models with fiber hexagonal and random distribution patterns are compared first. Much higher stress concentration is generated in the fiber random distribution model due to the smaller inter-fiber distance especially under longitudinal shear loading. The obtained cluster distribution results exhibit the characters of the stress distribution in the two microscale models. Thereafter, tensile and compressive responses of the 2D twill woven composite are predicted with the modified multiscale analysis method and accuracy of the method is verified through comparison with published experimental results. From the simulation results, it can be found that the matrix damage initiation from the model based on the fiber random distribution model is premature compared with that from the model based on the fiber hexagonal distribution model. Besides, under tensile loading, the damage all initiates from the fill tows and propagates to the wrap tows. However, under compressive loading, the matrix damage initiates from the wrap tows in the model based on the fiber random distribution model.     

V2500发动机反推平移罩分段线区域结构损伤浅析

V2500发动机反推平移罩由于大面积使用复合材料，且日常运行环境相对恶劣，长期使用后容易出现结构损伤。为对损伤情况有更深入的了解，结合运行经验，对反推平移罩分段线区域的结构损伤特点进行了分析和介绍。     

Fatigue life research and experimental verification of superalloy thin-walled structures subjected to thermal-acoustic loads

Rapid alternating stress is formed in structure subjected to harsh thermal-acoustic loads, which will affect fatigue performance and reduce fatigue life seriously. First, fatigue experiment of superalloy thin-walled structure was carried out to obtain fatigue damage location and failure time of the experiment specimen, and S-N curves of superalloy thin-walled structure at 723 K were fitted. Then, dynamic response simulation of superalloy thin-walled structure under the same load as experiment was implemented, and fatigue life was estimated based on the fatigue life prediction model which mainly included: improved rain-flow counting method, Morrow average stress model and Miner linear cumulative damage theory. Further, comparisons between simulation solutions and experimental results achieved a consistency, which verified the validity of the Fatigue Life Prediction Model (FLPM). Moreover, taking a rectangle plate as the analysis object, the distributions of Fain-low circulation blocks and damage levels of the structure were discussed respectively. Finally, current research indicates that in pre-buckling the structure is in softened area and fatigue life decreases with the increase of temperature; in post-buckling the structure is in hardened area and fatigue life increases with the increase of temperature within a certain range.