NON-LOCAL MODELING ON MACROSCOPIC DOMAIN PATTERNS IN PHASE TRANSFORMATION OF NiTi TUBES

Recent experiments revealed many new phenomena of the macroscopic domain patterns in the stress-induced phase transformation of a superelastic polycrystalline NiTi tube during tensile loading. The new phenomena include deformation instability with the formation of a helical domain, domain topology transition from helix to cylinder, domain-front branching and loading-path dependence of domain patterns. In this paper, we model the polycrystal as an elastic continuum with nonconvex strain energy and adopt the non-local strain gradient energy to account for the energy of the diffusive domain front. We simulate the equilibrium domain patterns and their evolution in the tubes under tensile loading by a non-local Finite Element Method （FEM）. It is revealed that the observed loading-path dependence and topology transition of do- main patterns are due to the thermodynamic metastability of the tube system. The computation also shows that the tube-wall thickness has a significant effect on the domain patterns： with fixed material properties and interfacial energy density, a large tube-wall thickness leads to a long and slim helical domain and a severe branching of the cylindrical-domain front.     

Analysis of axial strain in one-dimensional loading by different models

Different phenomenological equations based on plasticity, primary creep （as a viscoplastic mechanism）, secondary creep （as another viscoplastic mechanism） and different combinations of these equations are presented and used to describe the material inelastic deformation in uniaxial test. Agreement of the models with experimental results and with the theoretical concepts and physical realities is the criterion of choosing the most appropriate formulation for uniaxial test. A model is thus proposed in which plastic deformation, primary creep and secondary creep contribute to the inelastic deformation. However, it is believed that the hardening parameter is composed of plastic and primary creep parts. Accordingly, the axial plastic strain in a uniaxial test may no longer be considered as the hardening parameter. Therefore, a proportionality concept is proposed to calculate the plastic contribution of deformation.     

飞机起落架收放疲劳实验系统设计及应用

研制了一套用于飞机起落架收放机构、锁机构疲劳寿命实验和可靠性验证的收放疲劳实验系统。提出和实现了精确模拟气动力的凸轮加载方案,并解决了收起、放下过程不对称加载的技术难题。应用PLC技术实现了实验过程的自动化。实验结果表明,该系统工作稳定可靠,可连续数小时工作,载荷模拟最大误差不大于10%,已成功进行7000多次实验循环。实验系统可用于起落架收放疲劳实验,收放动应力测量和锁机构可靠性考核。     

机械密封补偿机构中辅助O形密封圈的性能分析

采用有限单元法建立了机械密封O形辅助密封圈的数值分析模型.利用非线性有限元软件MSC.MARC计算了VonMises应力和接触密封界面之间的接触应力.采用高频疲劳试验机和高压水润滑O形密封圈试验单元组成的试验装置测得了摩擦力,并结合数值计算结果求得了摩擦系数.分析了O形辅助密封圈的压缩量及滑移速度对摩擦力的影响,讨论了O形辅助密封圈对机械密封的密封能力、泄漏特性的影响.结果表明:O形密封圈用于机械密封中的补偿机构会有微量泄漏;水润滑状态下接触密封界面能形成润滑水膜,摩擦力较小,有利于密封稳定运转.     

冲击压力及加载速率对沟槽微射流的影响

通过二维弹塑性流体力学欧拉程序MEPH,系统研究冲击压力及加载速率对沟槽微射流喷射量的影响.计算结果显示,微射流的喷射量随冲击压力的增大而增大,但喷射量对压力的变化并不敏感;计算结果和实验结果均表明,加载速率对沟槽微射流的喷射量有较大影响,随着加载速率的减小,微粒子喷射量大致按指数规律减少,所得数值计算结果得到实验验证.     

Monte Carlo simulation of stage separation dynamics of a multistage launch vehicle

This paper provides the formulation used for studing the cold and hot separating stages of a multistage launch vehicle. Monte Carlo simulation is employed to account for the off nominal design parameters of the bodies undergoing separation to evaluate the risk of failure for the separation event. All disturbances, effect of dynamic unbalance, residual thrust, separation disturbance caused by the separation mechanism and misalignment in cold and hot separation are analyzed to find out nonoccurrence of collision between the separation bodies. The results indicate that the current design satisfies the separation requirements.     

蚀变岩的蠕变特性研究

以某水电站工程项目为依托,利用自行研制的试验仪器对大量的蚀变岩做了单轴压缩流变试验。通过对试验数据的处理和分析,得到了该种岩石的流变,并对蚀变岩的蠕变特性进行了分析总结,为工程设计提供了试验依据。     

厚度与加载速率对铁素体钢断裂韧性影响的SP压杆法实验研究

采用SP压杆实验方法,在常温下研究小圆薄片断裂韧性的厚度效应及加载速率对断裂特性的影响.实验结果表明,随着厚度的增加,断裂变形能增加,断裂部分的外表面因双向应力状态表现出微突起,微突起四周存在微小裂纹;随着加载速度的增加,断裂变形能增加,剪切断裂表面表现出从密集韧窝到韧窝连接成片特征.考虑试件变形过程中不同部分的能量耗散,从SP试件的整体断裂变形能得到试件的断裂韧性的宏观表达,断裂韧性随着厚度的增加而增加,随着加载速度的增加而减少.采用临界塑性断裂应变作为裂纹起裂判据,单位面积的能量耗散率作为裂纹扩展和失效判据的断裂模型,用有限元方法对SP压杆实验进行模拟,得到与实验结果比较相符的模拟结果.     

岩石变形演化诱致灾变破坏过程的同步实验观测

将试样变形场演化特征与试样的宏观载荷位移曲线的演化特征结合起来研究是揭示非均匀脆性介质变形演化诱致灾变破坏的一个重要途径.本文发展了一套实验系统,通过对试样表面变形场的演化、宏观载荷和位移信号的同步观测,对单轴加载下岩石试样变形演化和灾变破坏的过程进行了实验研究.揭示了试样变形场由加载初期的随机涨落到灾变破坏前出现明显的变形局部化的演化特征现象,试样最终在变形局部化区内形成宏观破裂面.     

RRR-PRP平面六杆Ⅱ级机构的运动学仿真

以机构的组成原理为出发点,以应用最为广泛的RRR-PRP平面六杆机构为分析对象,采用复数向量推导出曲柄、RRRⅡ级杆组、PRPⅡ级杆组三个基本模组的运动学数学模型,利用其组成机构杆组并搭建平面连杆机构的运动学仿真模型,充分利用MATLAB的S imu link仿真模型数据可视化的特点观察