An analytical procedure for dynamic response determination of a viscoelastic beam with moderately large deflection using first-order shear deformation theory

In this article, the dynamic response of a viscoelastic beam with moderately large deflection subjected to transverse and axial loads is studied using the first-order shear deformation theory. The von-Karman strain displacement relations and Hooke's law are used for formulation. The solution of the equations, which are a system of nonlinear partial differential equations, are obtained analytically using the perturbation technique in conjunction with the eigenfunction expansion method. The results are compared with the finite elements method. Also, a sensitivity analysis is performed, and the effects of geometrical and material properties are investigated on the response.     

金属薄膜屈服强度的鼓包法表征

本文采用鼓包法研究金属薄膜的屈服强度,对具有圆形自由窗口的镍薄膜一侧施加压力,薄膜受压变形的全场形貌用数字散斑相关法(DSCM)进行测量,并应用板壳理论分析小挠度变形下膜内应力分布情况。结果表明:圆形薄膜受压时首先从边缘开始屈服,从压力-挠度曲线偏离线性关系的临界点得到金属镍膜的屈服强度为467MPa,这和单轴拉伸法测量所得到的屈服强度值吻合较好。     

单向拉伸条件下补片参数对复合材料胶接修复结构的影响

建立含中心半穿透圆孔的损伤金属板修补结构的三维有限元模型,以应力集中系数(Stress Concentration Factor,SCF)和挠度w作为复合材料胶接修复效果的指标,分析单向拉伸条件下,正方形补片的长度、厚度和铺层方式对修复效果的影响。结果表明:补片长度取孔直径的3.5倍、厚度取孔深度的0.6~0.8倍、铺层方式取0°/90°铺层时,复合材料单面修复含损伤裂纹板的效果较好。根据分析结果制备了实验件,进行了单向静拉伸实验,修补实验件的破坏强度比未修补实验件提高了10.1%。     

Uniting Strength and Toughness of Al Matrix Composites with Coordinated Al3Ni and Al3Ti Reinforcements

Hybrid aluminum composites are fabricated in a novel manner to characteristically induce a layer‐wise aligned distribution of micro‐scale Al₃Ni and Al₃Ti intermetallic particles that are formed in situ within a ductile Al matrix. The simple and unique Rolling of Randomly Orientated Layer‐wise Materials (RROLM) manufacturing methodology enables microstructural tailoring of the intermetallic reinforcing particles to prescribe enhanced crack tip deflection caused by the complex interaction of local veins of reinforcement particles, in an effort to overshadow the classical loss of toughness in large‐particle reinforced composites. The complimentary reinforcements and their interface with the Al matrix are revealed to have a gradual transition zone that functions to maintain critical cohesion with the particles and the matrix, empowering the superior load transfer capability of the particles, and reducing microvoid penetration into the matrix. In situ three‐point bending observations combined with a local strain field analysis, demonstrate the distinctive crack deflection mechanisms exhibit by the composite. Deviating from the norm, this specialized particle reinforced composite exhibited both strengthening and toughening mechanisms simultaneously, over control samples. The investigated design strategy and model material will assist materials development toward light‐weight, stronger, and tougher particle reinforced Al matrix composites.     

提高阿基米德螺旋相控阵换能器焦点声压的仿真研究

针对阿基米德螺旋相控阵换能器焦点声压不足的问题,通过有限元仿真,分别讨论了换能器阵元形状和频率改变与声场的变化关系,从焦点声压、偏转范围、栅瓣水平、焦域大小等方面进行了研究。结果表明,相同频率下,扇形阵元阿基米德螺旋相控阵换能器的焦点声压比圆形阵元时的焦点声压提高了32.28%,偏转范围为20 mm×20 mm×40 mm;在扇形阵元形状的情况下,频率选择0.9~1.0 MHz,不仅能获得较高的焦点声压,同时还能保证改善聚焦性能。文章的仿真结果为阿基米德螺旋相控阵换能器提高焦点声压,满足深部组织消融治疗需要的高功率要求提供了有用的设计参考。     

轮胎静特性试验台的标定

提出了轮胎静特性试验台的标定方法,导出了标定系数的计算表达式,给出了滑台转角调零的方法。     

基于FFT图像差值在轮胎印痕识别中的研究

轮胎印痕识别对交通事故的现场勘测及事后侦查有着十分重要的作用.介绍了轮胎印痕识别在交通肇事逃逸案侦破中的具体应用,研究了基于FFT的图像差值原理,提出了基于FFT图像差值算法的轮胎印痕识别方法,并分析了具体的试验数据,结果显示,该方法有利于提高轮胎印痕识别的成功率,为快速查找肇事逃逸车辆提供了理论基础和科学依据.     

轮胎耐久性测试台的设计

该文设计了立式转鼓式轮胎耐久性测试台,由西门子直流调速系统实现轮胎的速度闭环控制,液压加载系统实现载荷闭环控制,结合PLC与工控机实现对试验机所要求的各种控制功能外,还能够通过人机界面实现试验程序的输入和编辑功能,以及试验数据的存储与打印。     

基于模式识别的桥梁故障检测

文章主要任务是研究如何从挠度数据出发,综合运用模式识别技术和数据分析技术,能有效检测桥梁中某些类型的损伤和隐患。将模式识别中的近邻算法与K-均值算法相结合,应用到桥梁检测中,提出了一种新的桥梁异常检测方法。首先,用K均值算法对数据进行聚类分析,寻找数据之间的相似性,识别出模式,将桥梁挠度数据归类;然后,在分析阶段运用改进的近邻算法进行分析检测。由于最近邻和k-近邻的交替使用,保证了检测结果的准确率。将上述方法应用于重庆菜园坝大桥的模拟检测,取得了较好的效果,并具有一定理论价值和潜在应用价值。     

Road Friction Coefficient Real-Time Identification Based on the Tire Dynamic Friction Model

Road friction coefficient real-time estimation methods is an important issue and problem in automotive active safety con- trol system development. First a fixed feedback gain sliding mode observer of road adhesion coefficient is designed through the es-tablishment of tire/road dynamic friction model in this article. The simulation results shows that the observer can well real-time iden-tify the current road adhesion characteristics. And more importantly, the observer only need wheel speed signal and the braking torque （brake pressure） signal, so the system is low cost, and its adaptability is good. There is no doubt this estimation method has a good application prospect.