Determination of Active Slip/Twinning Modes in AZ31 Mg Alloy Near Room Temperature

In order to determine the deformation modes in AZ31 magnesium alloy at room temperature, computer simulations of deformation texture development and calculation of formability have been carried out. The simulation results were compared with the measured texture results. Based on agreement between the experiments and simulations the active deformation modes were determined. A Visco Plastic Self Consistent model was employed for the simulation of plastic deformation. Simulations and experiments were performed for different initial textures. The goal of the study was to develop the understanding of deformation texture evolution and its effects on mechanical properties of magnesium, with an ultimate goal of improving room temperature formability of magnesium alloys. This article was presented at Materials Science & Technology 2006, Innovations in Metal Forming symposium held in Cincinnati, OH, October 15-19, 2006.     

关于应变Lode参数的研究

本文从塑性应变Ｌｏｄｅ参数着手深入研究了应变Ｌｏｄｅ参数即中间主应变与各应变参量间的内在联系，给出了相应数学表达式。本文首次引用相对应变莫尔圆的概念并确定了该相对应变莫尔圆的变化范围。对塑性理论应变分析及应用具有重要意义。     

Application of the Cosserat continua to numerical studies on the properties of the materials

The finite element models of Cosserat continuum in two- and three-dimensions are presented. The size effects of a cantilever beam and a micro-rod, the well-posedness, the mesh-independent solutions of the boundary value problems with non-associated elastoplastic and strain softening constitutive behavior, and the progressive failure of the two- and three-dimensional vertical excavations are studied. Numerical results illustrate that the proposed Cosserat continuum models are capable of reflecting the size effects of micro-structures, preserving the well-posedness of the boundary value problem characterized by the strain localization, ensuring mesh-independent solutions, and simulating the entire progressive failure process occurring in engineering structures.     

A two‐scale generalized finite element approach for modeling localized thermoplasticity

Predicting localized, nonlinear, thermoplastic behavior and residual stresses and deformations in structures subjected to intense heating is a prevalent challenge in a range of modern engineering applications. The authors present a generalized finite element method targeted at this class of problems, involving the solution of intrinsically parallelizable local boundary value problems to capture localized, time‐dependent thermo‐elasto‐plastic behavior, which is embedded in the coarse, structural‐scale approximation via enrichment functions. The method accommodates approximation spaces that evolve in between time or load steps while maintaining a fixed global mesh, which avoids the need to map solutions and state variables on changing meshes typical of traditional adaptive approaches. Representative three‐dimensional examples exhibiting localized, transient, nonlinear thermal and thermomechanical effects are presented to demonstrate the advantages of the method with respect to available approaches, especially in terms of its flexibility and potential for realistic future applications in this area. Parallelism of the approach is also discussed. Copyright © 2016 John Wiley & Sons, Ltd.     

Structural Synthesis of Modular Weakly Connected Neural Networks. II. Nuclear Neural Networks

The simplest modular neural network is investigated, in which each module is a single-layer perceptron (a neural kernel). Numerical indices of quality by the criteria of operating speed and plasticity are proposed to characterize structural properties of nuclear neural networks. Based on the indices introduced, optimum procedures of structural synthesis are constructed.     

冲击速度对开孔泡沫金属冲击动力学性能影响

利用有限元软件ANSYS中的LS-DYNA模块,建立起了泡沫金属胞元方孔模型,采用能更好反应实际情况的幂函数塑性模型,研究了冲击速度对泡沫金属冲击动力学性能的影响,对泡沫金属在冲击载荷作用下的应力传递和分布以及变形过程进行了数值模拟,分析了冲击速度对泡沫金属应力传递和分布以及变形的影响。研究表明,随着初始撞击速度的提高,泡沫铝屈服强度有所提高,应力传递速度和接触端面处的泡孔变形速度加快。     

高含沙河流“揭河底”河段胶泥层力学性能研究

针对高含沙河流"揭河底"现象,试验分析了"揭河底"河段絮凝沉积胶泥层土样的干密度、含水量、塑性指数与其抗剪强度的关系以及胶泥层的各项力学特性,可为研究"揭河底"河段胶泥层力学强度与掀揭临界条件提供参考.     

粘性土塑性指数与粘粒含量的线性回归分析

以浙江某地区粘土为例,对饱和软粘土的塑性指数与粘粒含量的关系进行回归计算．用密度计法测得粘性土的粘粒含量,用液塑限联合测定仪测出粘性土的塑性指数,并对二者进行线性回归分析,得出粘性的塑性指数与粘粒含量的线性回归方程,证明了粘性土的粘粒含量与塑性指数存在很好的对应关系,从而省略密度计试验繁琐的试验过程,简化计算,提高了工作效率和数据的精度．     

近场空爆载荷作用下船体板变形估算方法

鉴于目前我国舰船空中爆炸结构响应试验数据的匮乏以及对复杂结构采用理论求得解析解的困难,对船体板结构在空中近场爆炸载荷作用下的破坏估算方法进行研究.根据爆轰波理论及气体膨胀理论计算出空中近场爆炸载荷的形式及其正压作用时间,应用应力波及塑性动力学理论推导船体板结构的变形,得到不同空爆工况下船体板的破口大小及挠度.通过算例进行验证,计算结果与经验值良好吻合.所推导的估算方法应用于舰船结构在空中近场爆炸冲击波作用下产生的毁伤能够满足工程计算精度要求,可作为舰船防护结构的设计依据.