含孔复合材料层合板在压缩载荷下的三维逐渐损伤

通过逐渐损伤分析可以清楚地了解承载复合材料层合板内部损伤的产生及扩展过程,应用三维逐渐累积损伤理论和有限元分析技术,对不同材料不同宽孔比的含孔复合材料层合板在压缩载荷作用下的逐渐破坏过程进行分析,综合考虑了基体开裂、基纤剪切、分层及纤维断裂等四种复合材料层合板的主要破坏模式。在通用有限元分析软件ANSYS基础上进行二次开发,编制了参数化的分析模拟程序,该程序可以预测任意铺层角度和铺层厚度层合板在压缩载荷作用下的逐渐损伤破坏过程及最终失效载荷,通过与已有参考文献结果进行比较,验证了方法及程序的正确性。该程序可以较大程度地提高最终失效载荷的预测精度,为复合材料层合板结构的设计和使用提供了有力的技术支持。     

层合复合材料板的低速冲击损伤及剩余压缩强度研究

针对复合材料层合板的冲击及冲击后的压缩破坏过程提出了一种全程分析方法。该方法应用三维逐渐累积损伤理论和分析技术,对层合板的冲击以及冲击后含损伤的层合板在压缩载荷下损伤扩展的全过程进行分析,分析中没有对冲击后层合板的损伤状态做人为假设,而是把冲击后层合板的预测损伤直接用于剩余压缩强度研究,从而不仅提高了最终失效载荷的预测精度,而且避免了为获得冲击后损伤状态参数所进行的大量试验,同时开发了模拟程序,该程序可以预测任意铺层角度、铺层厚度的层合板受外物冲击以及冲击后的损伤状态及在压缩载荷下的逐渐损伤破坏过程和最终失效载荷。通过与已有文献结果进行比较,验证了方法及程序的正确性。     

基于三维CDM的复合材料开口层合板失效分析

建立了复合材料层合板三维连续介质损伤力学模型,并将该模型应用于复合材料开口层合板的损伤破坏分析中。与相关试验中开口层合板强度和损伤破坏情况对比分析表明:本文模型能够有效地模拟开口层合板从初始损伤到完全破坏的全过程,具有较高的计算精度和良好的数值模拟收敛性。基于该模型,详细分析了在单向拉伸载荷作用下开口层合板不同铺层的损伤破坏情况。     

冲击后复合材料板剩余抗拉强度影响因素分析

应用提出的全程分析方法和三维逐渐累积损伤理论,对层合板的冲击过程以及冲击后含损伤层合板在拉伸载荷下的破坏过程进行详细分析.研究不同冲击能量、不同材料的冲头、不同复合材料体系和不同铺层方式等因素对层合板冲击损伤及剩余抗拉强度的影响规律,为更有效地进行复合材料抗冲击结构设计提供一定的指导作用.     

复合材料工字梁铺层结构设计及强度研究

根据复合材料层合工字梁的结构特点,基于经典层合板理论和最大应力强度准则,用MATLAB软件编程设计了复合材料工字梁缘条和腹板的铺层结构。建立了基于工艺的3种工字梁铺层结构有限元模型,分析了静载荷作用下3种铺层结构的应力状态。给出了典型铺层的应力云图。计算了复合材料层合结构材料主方向应力,使用最大应力强度准则,给出了线性状态下3种不同铺层结构工字梁的极限载荷。有限元分析结果与经典层合板理论计算结果进行了对比。分析表明:1)工字梁铺层采用内C形连接和L形连接时极限载荷高于理论设计载荷,外C形连接的极限载荷低于理论值,3种铺层方式极限载荷误差都在9%以内,与理论值基本吻合;2)有限元分析结果显示初始损伤均发生在工字梁下缘条45°铺层中,损伤模式为基体断裂;3)工字梁结构极限载荷主要取决于基体强度;4)工字梁发生破坏的截面位于其固支端;5)所建立的基于经典层合板理论的工字梁设计方法和工字梁有限元分析模型是正确可靠的。     

复合材料层合板低速冲击后压缩破坏的数值模拟

采用软化夹杂法来模拟低速冲击后层合板的压缩破坏。笔者用ABAQUS软件建立冲击损伤的有限元模型,模型将损伤区等效成一个圆形的软化夹杂,研究了不同的损伤深度对冲击后剩余压缩强度的影响;分析了层合板在压缩过程中,各单层的载荷分配情况;并且模拟了复合材料层合板从损伤开始到完全失去承载能力的压缩破坏全过程。计算结果表明:复合材料层合板冲击后的压缩破坏,损伤最早发生在冲击损伤区周围的±45°铺层,主要发生基体压缩损伤;在压缩载荷下,0°铺层主要的损伤形式是纤维的屈曲;90°铺层发生的主要损伤形式也是基体压缩损伤,但损伤的面积较小。     

T700/QY8911缝合复合材料层合板的拉伸与疲劳性能

对T700/QY8911缝合复合材料层合板进行了静载拉伸试验和拉-拉疲劳试验,研究了不同缝合方向[0/90]4s和[0/45/90/-45]2s铺层层合板的拉伸和疲劳性能;建立了T700/QY8911缝合复合材料层合板有限元模型并对其弹性模量进行了模拟。结果表明:缝合能明显提高复合材料层合板抵抗分层破坏的能力;缝合层合板在静拉伸载荷下呈线弹性材料的特点,当载荷达到峰值时,缝合层合板具有后续承载能力,而未缝合层合板在峰值后承载能力出现连续下滑,并发生最终破坏;缝合层合板在拉-拉载荷下的疲劳刚度衰减曲线呈三阶段函数特征;缝合层合板的纵向弹性模量的有限元计算结果与试验结果吻合较好,证实了模型的有效性。     

层间增韧复合材料在静压痕力下的损伤阴抗和渐进损伤分析

在复合材料层合板层间植入韧性层是提高复合材料韧性和抗冲击能力的有效方法.为了研究层间增韧对层合板损伤损伤阻抗的改善作用,文中通过准静态压痕试验研究间增韧复合材料在准静态压痕力的损伤和破坏行为,利用超声C扫描测量分层损伤面积.试验结果表明,层间增韧复合材料具有较高的分层起始载荷和分层起始能量,损伤阻抗显著提高.在相同的载荷水平下,具有较小的分层损伤面积.文中还采用有限元方法对层间增韧复合材料在静压痕力下的分层和铺层失效进行数值分析,有限元计算结果与试验结果吻合较好.     

复合材料开孔层合板有限元网格划分方法研究

对复合材料开孔层合板有限元建模过程中网格划分方法进行量化研究。应用参数化的方法建立多种板宽孔径比、多种铺层比例的开孔层合板模型,逐级调整网格密度,计算单轴拉伸载荷作用下孔边最大应力集中系数。根据有限元结果,结合牛顿插值的数值计算方法,模拟出开孔层合板合理的网格密度划分方程。然后,对该网格划分方程下计算的数值解进行试验验证与解析解验证。结果表明,这种网格密度划分方程能有效地降低计算误差,可以在板宽孔径比大于3的复合材料开孔层合板的有限元计算中广泛使用。     

层间增韧复合材料在静压痕力下的损伤阻抗和渐进损伤分析

在复合材料层合板层间植入韧性层是提高复合材料韧性和抗冲击能力的有效方法。为了研究层间增韧对层合板损伤阻抗的改善作用，文中通过准静态压痕试验研究层间增韧复合材料在准静态压痕力下的损伤和破坏行为，利用超声C扫描测量分层损伤面积。试验结果表明，层间增韧复合材料具有较高的分层起始载荷和分层起始能量，损伤阻抗显著提高。在相同的载荷水平下，具有较小的分层损伤面积。文中还采用有限元方法对层间增韧复合材料在静压痕力下的分层和铺层失效进行数值分析，有限元计算结果与试验结果吻合较好。     

Minimal Realization of Linear Graph Models for Multi-physics Systems

An engineering system may consist of several different types of components,belonging to such physical"domains"as mechanical,electrical,fluid,and thermal.It is t...     

INTEGRAL EQUATION METHOD＇S APPLICATION IN HOLE-EDGE STRESS OF COMPOSITE MATERIAL PLATE WITH DIFFERENT SHAPED HOLES

The strength of composite plate with different hole-shapes is always one of the most important but complicated issues in the application of the composite material. The holes will lead to mutations and discontinuity to the structure. So the hole-edge stress concentration is always a serious phenomenon. And the phenomenon makes the structure strength decrease very quickly to form dangerous weak points. Most partial damage begins from these weak points. According to the complex variable functions theory, the accurate boundary condition of composite plate with different hole-shapes is founded by conformal mapping method to settle the boundary condition problem of complex hole-shapes. Composite plate with commonly hole-shapes in engineering is studied by several complex variable stress fimction. The boundary integral equations are founded based on exact boundary conditions. Then the exact hole-edge stress analytic solution of composite plate with rectangle holes and wing manholes is resolved. Both of offset axis loadings and its influences on the stress concentration coefficient of the hole-edge are discussed. And comparisons of different loads along various offset axis on the hole-edge stress distribution of orthotropic plate with rectangle hole or wing manhole are made. It can be concluded that hole-edge with continuous variable curvatures might help to decrease the stress concentration coefficient; and smaller angle of outer load and fiber can decrease the stress peak value.     

Non-monotonic material contrast in scanning ion and scanning electron images

30 keV Ga⁺ focused ion beam induced secondary electron (iSE) imaging was used to determine the relative contrast between several materials. The iSE signal compared from C, Si, Al, Ti, Cr, Ni, Cu, Mo, Ag, and W metal layers does not decrease with an increase in target atomic number Z₂, and shows a non-monotonic relationship between contrast and Z₂. The non-monotonic relationship is attributed to periodic fluctuations of the stopping power and sputter yield inherent to the ion–solid interactions. In addition, material contrast from electron-induced secondary electron (eSE) and backscattered electron (BSE) images using scanning electron microscopy (SEM) also shows non-monotonic contrast as a function of Z₂, following the periodic behavior of the stopping power for electron–solid interactions. A comparison of the iSE and eSE results shows similar relative contrast between the metal layers, and not complementary contrast as conventionally understood. These similarities in the contrast behavior can be attributed to similarities in the periodic and non-monotonic function defined by incident particle–solid interaction theory.     

Short-Term Relay Quality Prediction Algorithm Based on Long and Short-Term Memory

The fraction defective of semi-finished products is predicted to optimize the process of relay production lines, by which production quality and productivity ar...     

End-to-End Multiview Gesture Recognition for Autonomous Car Parking System

The use of hand gestures can be the most intuitive human-machine interaction medium.The early approaches for hand gesture recognition used device-based methods....     

Application of Feature Extraction through Convolution Neural Networks and SVM Classifier for Robust Grading of Apples

This paper proposes a novel grading method of apples,in an automated grading device that uses convolutional neural networks to extract the size,color,texture,an...     

分布动态载荷识别的抗噪处理

针对正交多项式频域法在用多种响应对矩形薄板进行载荷识别中抗噪性较差的问题,综合运用平均法、矩阵预处理和奇异值截断法等方法对之进行改善,并引入空间映射的思想,将该方法的应用范围拓展为复杂的模型.利用仿真算例,证实了该方法具有较好的抗噪性.     

基于MELTAC-N平台的核电厂安全级DCS环网研究与测试

针对工程实践中环网通讯相关问题的处理缺乏理论基础及国产化安全级DCS平台的开发缺乏成熟经验借鉴问题,对基于MELTAC-N平台核电厂安全级DCS环网的软硬件实现进行了研究。提出了安全级DCS环网双环网冗余设计、光切换开关设计等硬件设计方法,以及以RPR协议为基础,采用全数据收发策略的软件设计方法。在CPR1000安全级DCS平台上对安全级DCS环网的可靠性及实时性进行了评价,并进行了容错能力、响应时间及响应时间稳定性测试验证实验。结果表明,基于MELTAC-N平台安全级DCS环网软硬件设计具有较好的容错能力及响应时间稳定性。     

The laboratory simulation of abrasive wear

Abrasive wear has long been recognised as one of the most potentially serious tribological problems facing the operators of many types of plant and machinery; several industrial surveys have indicated that wear by abrasion can be responsible for more than 50% of unscheduled machine and plant stoppages. Locating the operating point of a tribological contact in an appropriate operational ‚map’︁ can provide a useful guide to the likely nature and origins of the surface degradation experienced in use, though care must be exercised in choosing the most suitable parameters for the axes of the plot. Laboratory testing of materials and simulations of machine contacts are carried out for a number of purposes; at one level for the very practical aims of ranking candidate materials or surface hardening treatments in order of their wear resistance, or in an attempt to predict wear lives under field conditions. More fundamentally, tests may be aimed at elucidating the essential physical mechanisms of surface damage and loss, with the longer term aim of building an analytical and predictive model of the wear process itself. In many cases, component surface damage is brought about by the ingress of hard, particulate matter into machine bearing or sealing clearances. These may be running dry although, more usually, a lubricant or service fluid is present at the interface. A number of standardised wear test geometries and procedures have been established for both two- and three-body wear situations, and these are briefly described. Although abrasive wear is often modelled as following an ‚Archard’︁ equation (i.e. a linear increase in material loss with both load and time, and an inverse dependence on specimen hardness) both industrial experience and laboratory tests of particularly lubricated contacts show that this is not always the case: increasing the hardness differential in an abrasively contaminated lubricated pair may not always reduce the rate of damage to the harder surface.     

ANGULAR DISTORTION ALLOWABLE VALUE AND ASSESS METHOD OF WELD ON COKE TOWER

A graph as the new engineering method for estimate the safety of bulging deformation of coke tower is proposed. Through stresses analysis of circumferential weld of coke tower and comparing the stresses produced by pressure with heat stress of steady state, residual stress, bending stress produced by both itself weight and wind loads, it showed that the stresses produced by pressure on the angle distortion are the main factor of equivalent stress of the combined stress. After comparing four kinds of stress controlling conditions, the relation to stress with depth of angular distortion, grade of curvature of angular distortion and half of region of angular distortion has been inferred. Graph of deformation allowable value of coke tower for different condition by angular distortion and half of region of angular distortion has been plotted. The five steps for its engineering use have been explained. The lighter the grade of curvature is, the larger of bulge allowance, may be, and the bigger of depth of angular distortion may pose too. For the coke tower with a popular structure of Dg 5 400 mm×28 mm, the result by graph is nearly more than the result of two formulas formed by other research, the error is less than 7.0%. But, the graph can be easily applied to different size of angular distortion.