板料弯曲回弹的有限元模拟影响因素研究

阐述了板料成形数值模拟中回弹问题的研究历史和发展现状,分析了塑性弯曲加工中工件发生弯曲回弹的原因、特点及有限元模拟过程的影响因素,总结了回弹模拟的算法,从成形过程模拟和回弹计算两方面系统分析了影响回弹模拟准确性和收敛性的主要因素及改进方向,讨论了模具设计中回弹的补偿算法 ,并提出了当前控制回弹的基本方法     

12Cr2MoWVTiB钢焊后热处理工艺改进的研究

研究了焊后热处理保温时间对12Cr2MoWVTiB钢的显微组织及力学性能的影响。结果表明,在其它条件不变的情况下,焊后热处理保温时间由原来1.5h缩短为1h,既可以满足其组织性能的要求,又缩短了生产周期,降低了生产成本。     

工程机械用800MPa低合金高强度钢焊接接头断裂韧性评价

对调质状态800MPa低合金高强度钢及其焊接接头进行了系列温度的断裂韧性测试,讨论不同焊接方法对焊接接头断裂韧性的影响。发现板材的轧制方向对断裂韧性影响显著,LT方向试件的断裂韧性远超过TL方向试件的断裂韧性。在-60℃以上,母材处于上平台延性断裂范畴。在-80℃,裂纹扩展过程中有延脆断裂模式的转变。焊条电弧焊焊缝的断裂韧性与气体保护焊焊缝的断裂韧性相当。尽管常温下焊缝金属的断裂韧性甚至优于母材,但随着试验温度的降低,焊缝金属的断裂韧性迅速下降。在-20℃已发生断裂模式转变,这在结构服役时要引起重视。本研究为大型工程机械的断裂安全评定奠定了基础。     

基于流场数值模拟的导流堤加固方案优化设计

流态和流速分析是导流堤设计的先决问题。以某沿海水利枢纽导流堤为研究对象,采用有限元数值模拟的手段及平面二维水流数学模型,对其加长加固方案进行对比分析,优选出合理的导流堤结构型式和长度,为工程设计提供理论参考。     

闸坝水力学特性的三维数值模拟

本文采用标准k-ε双方程紊流模型及基于水气两相流的VOF方法,运用FLOW3 D软件对闸坝进行数值模拟,得出不同水位下的闸坝泄流能力,以及不同部位的闸室及消力池水面线、流速、压力等重要水力学要素。结果表明数值计算在一定程度上可以达到模型试验的效果。     

数据中心网络TCP Incast仿真分析

为分析云计算数据中心网络中的TCP Incast问题的产生原因并探讨缓解该问题的有效途径,采用基于NS2仿真实验的方法,通过改变TCP协议类型、交换机缓冲区大小、服务请求单元大小及重传超时RTO值等影响因素,分析传输吞吐率性能的变化。分析结果表明,通过改变这些影响因素有助于缓解TCP Incast问题,但同时也存在各种缺点和局限性。     

基于Packet Tracer的Multiuser扩展构建分布式网络模拟实验环境

Packet Tracer广泛应用于计算机网络课程的教学实践中.不同于传统的单机模拟,利用Packet Tracer的Multiuser扩展构建分布式的网络模拟实验环境,可解决单机模拟在规模、性能等方面的限制.该实验环境可用于加强教学互动,帮助学生掌握概念和操作方法,提高教学效果.     

Web proxy cache replacement scheme based on back-propagation neural network

Web proxy caches are used to reduce the strain of contemporary web traffic on web servers and network bandwidth providers. In this research, a novel approach to web proxy cache replacement which utilizes neural networks for replacement decisions is developed and analyzed. Neural networks are trained to classify cacheable objects from real world data sets using information known to be important in web proxy caching, such as frequency and recency. Correct classification ratios between 0.85 and 0.88 are obtained both for data used for training and data not used for training. Our approach is compared with Least Recently Used (LRU), Least Frequently Used (LFU) and the optimal case which always rates an object with the number of future requests. Performance is evaluated in simulation for various neural network structures and cache conditions. The final neural networks achieve hit rates that are 86.60% of the optimal in the worst case and 100% of the optimal in the best case. Byte-hit rates are 93.36% of the optimal in the worst case and 99.92% of the optimal in the best case. We examine the input-to-output mappings of individual neural networks and analyze the resulting caching strategy with respect to specific cache conditions.     

A general topology-based framework for adaptive insertion of cohesive elements in finite element meshes

Large-scale simulation of separation phenomena in solids such as fracture, branching, and fragmentation requires a scalable data structure representation of the evolving model. Modeling of such phenomena can be successfully accomplished by means of cohesive models of fracture, which are versatile and effective tools for computational analysis. A common approach to insert cohesive elements in finite element meshes consists of adding discrete special interfaces (cohesive elements) between bulk elements. The insertion of cohesive elements along bulk element interfaces for fragmentation simulation imposes changes in the topology of the mesh. This paper presents a unified topology-based framework for supporting adaptive fragmentation simulations, being able to handle two- and three-dimensional models, with finite elements of any order. We represent the finite element model using a compact and “complete” topological data structure, which is capable of retrieving all adjacency relationships needed for the simulation. Moreover, we introduce a new topology-based algorithm that systematically classifies fractured facets (i.e., facets along which fracture has occurred). The algorithm follows a set of procedures that consistently perform all the topological changes needed to update the model. The proposed topology-based framework is general and ensures that the model representation remains always valid during fragmentation, even when very complex crack patterns are involved. The framework correctness and efficiency are illustrated by arbitrary insertion of cohesive elements in various finite element meshes of self-similar geometries, including both two- and three-dimensional models. These computational tests clearly show linear scaling in time, which is a key feature of the present data-structure representation. The effectiveness of the proposed approach is also demonstrated by dynamic fracture analysis through finite element simulations of actual engineering problems.