线粘弹性材料中三维裂纹问题的加料有限元法

将加料有限元法扩展应用于线粘弹性材料三维断裂问题.为了反映裂纹尖端的奇异性,在裂尖附近的奇异区采用若干八节点六面体加料单元和过渡单元,非奇异区采用常规八节点六面体单元.三种单元分区混合使用形成求解域网格划分.基于Boltzmann叠加原理,推导了粘弹性材料的增量型本构关系,进而获得了增量加料有限元列式,并通过附加自由度计算粘弹性介质中裂纹应变能量释放率.数值算例验证了方法的正确性和有效性.     

加肋凹锥-环-柱结合壳结构参数分析

采用分区样条等参元法,分析了加肋凹锥 环 柱结合壳的应力和稳定性特点,研究了各项结构参数变化对结合壳应力和稳定性的影响,认为加肋凹锥 环 柱结合壳能有效降低锥柱结合部的纵向弯曲应力,但对于降低环向应力效果有限,建议在环壳段中部增加一档肋骨;半锥角的凹结合壳越大,嵌入环壳段的优势越明显;增大环壳与柱壳半径比可以有效降低环壳段中部的纵向弯曲应力.     

基于小波包变换和伪魏格纳分布的轴承故障诊断

将小波包变换理论和伪魏格纳分布应用于齿轮箱故障诊断中,结合实例对轴承的振动信号进行分析,结果表明:小波包变换能有效地提取各频段的高频成分,通过对提取的信号做伪魏格纳分布,结果能形象、直观地反映出轴承故障的时-频信息,而且对故障信息具有较强的判别能力。     

复合材料结构导弹振动特性分析及模型修正

建立了某型导弹全结构有限元计算模型,其中包含复合材料舱段,在其上分布多处孔洞。基于地面模态实验数据对该有限元模型进行了优化,给出了该复合材料结构建模及模型修正方法,得到了较为合理的优化结果,结构各阶固有频率误差均满足工程要求。给出的优化后导弹结构振动特性分析结果将对工程实际有一定的指导意义。     

Reliability of linear multistate multiple sliding window systems

This paper proposes a new model that generalizes the linear consecutive k‐out‐of‐r‐from‐n:F system to multistate case with multiple failure criteria. In this model (named linear multistate multiple sliding window system) the system consists of n linearly ordered multistate elements (MEs). Each ME can have different states: from complete failure up to perfect functioning. A performance rate is associated with each state. Several functions are defined for a set of integer numbers ρ in such a way that for each r ∈ ρ corresponding function f_r produces negative values if the combination of performance rates of r consecutive MEs corresponds to the unacceptable state of the system. The system fails if at least one of functions f_r for any r consecutive MEs for r ∈ ρ produces a negative value. An algorithm for system reliability evaluation is suggested which is based on an extended universal moment generating function. Examples of system reliability evaluation are presented. © 2005 Wiley Periodicals, Inc. Naval Research Logistics, 2005.     

粘弹性界面裂纹相似界面单元聚缩解

提出了粘弹性界面裂纹分析的相似界面单元聚缩解法。该方法在裂纹尖端附近划分相似界面单元,多层相似单元形成一个子结构;然后利用相似界面单元具有类似刚度矩阵的特点,将子结构内的大量自由度聚缩后再求解。作为算例,求解了双粘弹性材料和弹—粘弹性材料矩形板单边裂纹的拉伸问题。     

面向大规模交互数据空间划分的Voronoi图生成算法及应用

传统Voronoi图对大量点集进行Voronoi划分时会产生Voronoi单元格数过多的现象,导致难以适用于地理信息系统、生物医学等诸多领域.为了解决这个问题,提出一种自适应基于密度的聚类算法(Density-Based Spatial Clustering of Applications with Noise,DBS...     

Numerical simulation of warhead transportation

The new numerical approach for analysis of the warhead transportations is suggested.This approach allows to control the warhead operability before its experimental analysis.The approach is implemented by the adequate models for the software ANSYS.Analysis of the loads at land operations and trans-portations of the warhead by natural roads,water and aviation allows to obtain the maximal values of loads,which are used in numerical simulations of the warhead.These loads give an opportunity to analyze the operability and the fatigue strength of the cartridge warhead.The numerical simulations of the attachments of the warhead combat elements are performed on the basis of the suggested method.The data of the numerical simulations verifies the operability of the fastener system of the warhead combat elements.     

Adaptive phasefield modelling of crack propagation in orthotropic functionally graded materials

In this work, we extend the recently proposed adaptive phase field method to model fracture in orthotropic functionally graded materials (FGMs). A recovery type error indicator combined with quadtree decomposition is employed for adaptive mesh refinement. The proposed approach is capable of capturing the fracture process with a localized mesh refinement that provides notable gains in computational efficiency. The implementation is validated against experimental data and other nu-merical experiments on orthotropic materials with different material orientations. The results reveal an increase in the stiffness and the maximum force with increasing material orientation angle. The study is then extended to the analysis of orthotropic FGMs. It is observed that, if the gradation in fracture properties is neglected, the material gradient plays a secondary role, with the fracture behaviour being dominated by the orthotropy of the material. However, when the toughness increases along the crack propagation path, a substantial gain in fracture resistance is observed.     

复合土钉支护的有限元分析

复合土钉支护是从土钉墙的基础上发展起来的,它在一定程度上克服了土钉墙的缺点,是一种应用更加广泛的基坑支护新技术。通过建立有限元模型模拟了水泥土桩复合土钉墙的分步开挖与支护的过程,比较了复合土钉支护与土钉支护在土体位移、地表沉降、基底隆起及超挖引起的破坏形态的不同,研究了复合土钉支护的作用机理。结果表明:复合土钉支护能够充分调动周围土体共同作用,更加有效的控制了基坑变形,其支护效果明显优于一般的土钉支护。