Mathematical Modeling and Parameter Identification of a Planar Servo-Pneumatic Test Facility. Part I: Mathematical Modeling and Computer Simulation

High quality multi-axis test facilities used for testing heavy loads and large structures of industrial equipment are usually simulated, designed and controlled based on reduced model equations neglecting the inertia properties of the actuators. The design and control of servo-pneumatic test facilities used for testing small and light structures must take into account extended test facility models including the various inertia properties of the actuators. In this paper (Part I) an extended test facility model is presented including the various inertia properties and joints of the actuators. These extended model equations are represented in a form well suited to be directly implemented in control algorithms based on exact linearization techniques for real time control. This is done by stepwise projecting the inertia properties of the various actuator housings and actuator pistons down to the common mass of the test table and payload. The resulting extended model equations have the same form as the reduced model equations. They only include more complex system matrices and vector functions. These compact model equations turn out to be suitable for an efficient nonlinear controller design of these test facilities. Computer simulations and associated laboratory experiments show the necessity to use extended model equations in case of testing small and light structures. In Part II of this paper [1] the inertia parameters of the planar test facility will be identified in laboratory experiments.     

随机疲劳试验前Instron2165电液疲劳试验系统的分析

本文介绍了随机疲劳试验之前我们对Ｉｎｓｔｒｏｎ计算机控制２１６５电液疲劳试验系统做的分析方法与过程．     

Phase-Transformation Fronts Evolution for Stress- and Strain-Controlled Tension Tests in TiNi Shape Memory Alloy

Nucleation and development of phase transformation fronts in TiNi shape memory alloy subjected to the stress- and strain-controlled tension tests were investigated. A thermovision camera was applied to register the distribution of infrared radiation emitted by the specimen and to find its temperature variations. During the loading, narrow bands of considerably higher temperature corresponding to the martensitic phase, starting from the central part of the specimen and developing towards the specimen grips, under both approaches, were registered. The inclined bands of heterogeneous temperature distribution were observed also during the unloading process of the SMA, while the reverse transformation accompanied by temperature decrease took place. Thermomechanical aspects of martensitic and reverse transformations for various strain rates were analyzed under both stress- and strain-controlled tests.     

冲击压实技术在处治湿陷性黄土地基中的应用

基于冲击压实技术在某高速公路工程中处理湿陷性黄土地基的应用实践,通过土工试验和现场沉降观测试验,对冲击压实前后地基土的湿陷性、干密度、孔隙比、压缩模量及路基的沉降变形随土层深度、碾压遍数的变化规律进行了系统的研究。研究表明,冲击压实能使土的物理力学性质得到很大改善,路基的整体强度得到均匀提高,使得地基产生很大的沉降,是传统压实机械所达不到的。因此,冲击压实技术在处治湿陷性黄土地基中是有效的和实用的,而且生产效率高,有很好的发展和应用前景。     

水泥与生石灰处理吹填土对比试验研究

吹填土是由水力吹填形成的,颗粒很细,固结性能差,吹填以后要经过很长时间才能自然沉积固结,待表面形成硬壳后方可进行加固处理,因此,缩短沉积固结时间,使吹填土尽快地从泥浆状态转变为具有一定承载力的地基,是亟待解决的问题。在室内进行模拟加固方法的沉降柱试验,对吹填土加添固化剂以加速其沉积固结。固化剂主要选用水泥和生石灰,对两种添加方式的机理及固结效果进行详尽的分析和研究,初步找出加固效果产生差异的原因,从而揭示其固化机理,为吹填土地基的加固提供一种更加经济可行的方法。     

土-结构相互作用体系合成模态阻尼比的振动台模型试验研究

本文籍振动台模型试验。研究了SSI体系的合成模态阻尼比问题。文中首先阐明了在SSI体系直接动力分析中应采用合成模态阻尼比的观点。研究了合成模态阻尼纟的实测确定方法。并在不同工况下，通过对模型不同部位测点的传递函数，基本频率，基本合成模态阻尼比等实测数据考虑，验证了SSI体系合成模态的存在性，合成模态阻尼比与相同应变下不考虑相互作用的单纯地基土体或刚性地基结构阻尼比的差异性及其在递增动力作用下的变化规律。     

关于分形和炸药撞击感度的一点记注

通过对现有炸药冲击感度的标度方法进行了分析和讨论。从落锤试验分幅照相结果，初步建议用分形维数作为炸药冲击感度的标度，识为是有这种可能性。并讨论了这种方法的优点。     

高g值冲击下存储测试电路模块缓冲保护研究

为了采用弹载存储测试技术记录弹体高速侵彻硬目标过程中的加速度—时间曲线,必须对存储测试电路模块进行缓冲保护。本文利用非线性缓冲理论、技术,选择较理想的缓冲材料,设计出缓冲器件-泡沫铝试件,进行了静态压缩,得到应力-应变曲线,采用LS-DYNA模拟了空气炮冲击实验中泡沫铝试件的缓冲效果,并对应用于某型号弹侵彻混凝土靶的存储测试电路模块进行了缓冲保护,提高了数据的捕获率和电路模块的重复使用次数。通过试验证明了所设计缓冲器件对电路模块具有保护效果。