空间对接机构差动式缓冲系统动力学建模与仿真

对接技术是空间交会对接的关键技术，是建立大型空间站，进行复杂空间作业的前‘提，是我国载人航天工程实施需要迫切解决的问题。对接机构缓冲系统是对接机构的核心部分，决定着对接过程的动力学特性，对实现两航大器安全可靠的对接起着至关重要的作用。对接机构缓冲系统结构和工作原理复杂，是一个多自由度、多变量、高度非线性、多参数祸合的动力学系统，对其进行研究是对接机构研制的核心工作，具有重要的理论和实践意义。本文针对我国载人航天工程正在研制的周边式对接机构差动式缓冲系统进行了以’一厂研究：建立了对接机构缓冲系统的运动学模型，利用Lagrange方程建．立了差动式缓冲系统动力学模型，该模型综合体现了缓冲系统参数对缓冲特性的影响。同时，为缓冲系统实时动力学仿真模型的建立奠定了理论基础。首次建立了对接机构缓冲系统全真可视化实时动力学仿真模型，将约束的真实传动特性反映到仿真模型中，解决了多体动力学建模时山一于对杆自差织，合中两根丝杠佩的适动特性进行近似相等假设所造成的缓冲系统动态特J性失真问题，实现了非线性强棍合系统的实时动态仿真。 利用快速极坐标搜索法，进行了对接环工作空间的确定，基于模态测试方法提出了缓冲系统等效特性的虚拟试验方案，得到了系统的动静态力学性能参数，实现了对对接机构缓冲系统设计的验证。总结出对接机构的最大行程和缓冲阻尼特性的变化规律，建立了机构最大工作行程与机构传动链参数和缓冲元件结构参数的关系模型、系统等效缓冲阻尼特性与缓冲元件性能参数的关系模型，对缓冲系统的深入研究有很大的理论价值，对对接机构缓冲系统的工程设计具有重要的指导意义。建立了缓冲系统的缓冲力与对接环相应姿态的高阶关系模型，有效地提高了对接过程动力学仿真的精度。对接机构缓冲系统的动力学建模与仿真，对空间对接技术的研究，载．人航天一L程的顺利实施具有重要意义。对对接机构的研制具有很人的指导意义，为对接过程动力学研究和对接机构的深入设计奠定了坚实的基础。本文的研究结果，己在上海航天局八0五所对接机构的研制中得到了应用。

基于加速度传感器反馈控制的谐波驱动系统的研究

在机器人驱动中经常采用谐波传动。但谐波减速器的柔性、非线性摩擦、随速度波动、低阻尼等因素会给负载端带来振动 ,导致工作端的轨迹跟踪精度不高。为了抑制其振动 ,实现高精度轨迹跟踪控制 ,提出利用加速度传感器反馈控制来抑制负载端的振动、力矩干扰和动力学效应 ,提高其响应性能。理论分析和实验结果证实了提出方法的可行性。

谐波驱动系统的特性及控制策略研究

谐波传动有很多优点，在机器人驱动中经常被使用．但谐波传动也有一些缺点，如柔性等因素影响负载端轨迹跟踪精度．本文系统地分析了谐波传动系统的动力学特性，建立了包括电机转子惯量在内的动力学模型，疽对系统进行全面实验研究的基础上总结出谐波传动系统中存在的问题，采用相应的基于传感器的控制策略克服存在的问题，提高系统的响应性能．从理论分析和实验结果证实了提出方法的可行性。

复杂应力环境下断续节理岩体真三轴实验研究及其工程应用

The great deal of joints and faults , existing in the rock mass , are the leading cause of discontinuous rock mass. Structural planes not only destroy the integrality of rock mass, but also lead nonlinearity、heterogeneity、anisotropy and failure mode on mechanical properties of rock mass. Therefore the selection of strength and deformation parameters was very difficult. In practical rock mass engineering, equivalent parameters of rock mass were selected by the method of expert experience and engineering analogy. Based on the fine description of discontinuous joints in the type Ⅳ and Ⅴ rock mass and geological survey datum in situ, models was obtained by generalizing the structure of rock mass by the method of statistical analysis. Model intensity and deformation test were carried out on the true triaxial apparatus. Intermediate principle stress effect, anisotropy and dimension effect of discontinuous rock mass were considered in the model test. 3-D correction to Hoek-Brown empirical criterion was done by analysed the test datum. Detailed works were listed as follows: (1) The factors influenced intensity and deformation of discontinuous joints rock mass were the value of 、continuity, density and included angle of joints and anisotropy of joint plane. True triaxial intensity and deformation tests were carried out by considering above factors. The influence rule was obtained and corresponding relation formulary was established； (2) Based on the true triaxial tests under different stress path and load modes, we obtain intensity and deformation rule of rock mass； (3) Based on a great deal of true triaxial tests and other test datum, correction to the Hoek-Brown empirical criterion was done in the chapter 4. The intermediate principle stress was considered in the corrected formulary. It indicated that the formulary was applicable under a certain condition. In addition, the yield plane form of corrected Hoek-Brown empirical criterion under principle stress space was described in the paper. And the question of corner of yield plane was discussed； (4) Based on the single discontinuity theory, the three-dimensional intensity formulary of discontinuous joint rock mass was established. Correction to the intensity formulary was done considering intermediate principle stress effect. We may obtain the conclusion that the intensity of the discontinuous joint rock mass was influenced on compositive factors. They were 、 、continuity、internal frictional angle and cohesiveness of joint plane and rock； (5) The results of the true triaxial model test was applied into parameters evaluation of dam foundation rock mass of JinPing hydropower station. For there were abundant ophicalcite in the dam foundation, the interval of intensity and formation parameters influenced on continuity were determined based on test datum. (6) Especial mould for prismatic jointing model was designed. True triaxial intensity and deformation tests by Basalt with prismatic jointing were carried out. The influence of intermediate principle stress, stress path, anisotropy effect and dimensional effect to intensity and deformation was discussed in the chapter 6. The work of (3)、(4)、(6) was significative supplement and innovation to current test and theory.

Shaping Inputs to Reduce Vibration: A Vector Diagram Approach

This paper describes a method for limiting vibration in flexible systems by shaping the system inputs. Unlike most previous attempts at input shaping, this method does not require an extensive system model or lengthy numerical computation; only knowledge of the system natural frequency and damping ratio are required. The effectiveness of this method when there are errors in the system model is explored and quantified. An algorithm is presented which, given an upper bound on acceptable residual vibration amplitude, determines a shaping strategy that is insensitive to errors in the estimated natural frequency. A procedure for shaping inputs to systems with input constraints is outlined. The shaping method is evaluated by dynamic simulations and hardware experiments.

Controle biológico da podridão de raízes causada por Pythium spp. em cultivos hidropônicos.

2009

Doenças em viveiro de mudas de aceroleira.

Várias doenças atacam a aceroleira, cuja severidade depende da região e das condições climáticas. Dentre elas, as mais comuns nos viveiros de muda da Embrapa Mandioca e Fruticultura Tropical, em Cruz das Almas, BA, são a antacnose (Colletotrichum gloeosporioides), a cercosporiose (Cercospora sp.) e o tombamento ou "damping off" (Rhizoctonia sp.). Sua ocorrência em genótipos suscetiveis pode causar grandes prejuízos ao desenvolvimento das plantas. São apresentados os sitomas causados por esta doença, visando facilitar o seu reconhecimento e prosterior adoção das medidas de controle.

Understanding and Modeling the Behavior of a Harmonic Drive Gear Transmission

In my research, I have performed an extensive experimental investigation of harmonic-drive properties such as stiffness, friction, and kinematic error. From my experimental results, I have found that these properties can be sharply non-linear and highly dependent on operating conditions. Due to the complex interaction of these poorly behaved transmission properties, dynamic response measurements showed surprisingly agitated behavior, especially around system resonance. Theoretical models developed to mimic the observed response illustrated that non-linear frictional effects cannot be ignored in any accurate harmonic-drive representation. Additionally, if behavior around system resonance must be replicated, kinematic error and transmission compliance as well as frictional dissipation from gear-tooth rubbing must all be incorporated into the model.

A Planning System for Robot Construction Tasks

This paper describes BUILD, a computer program which generates plans for building specified structures out of simple objects such as toy blocks. A powerful heuristic control structure enables BUILD to use a number of sophisticated construction techniques in its plans. Among these are the incorporation of pre-existing structure into the final design, pre-assembly of movable sub-structures on the table, and use of the extra blocks as temporary supports and counterweights in the course of construction. BUILD does its planning in a modeled 3-space in which blocks of various shapes and sizes can be represented in any orientation and location. The modeling system can maintain several world models at once, and contains modules for displaying states, testing them for inter-object contact and collision, and for checking the stability of complex structures involving frictional forces. Various alternative approaches are discussed, and suggestions are included for the extension of BUILD-like systems to other domains. Also discussed are the merits of BUILD's implementation language, CONNIVER, for this type of problem solving.

Dynamic soil–structure interaction of monopile supported wind turbines in cohesive soil.

Offshore wind turbines supported on monopile foundations are dynamically sensitive because the overall natural frequencies of these structures are close to the different forcing frequencies imposed upon them. The structures are designed for an intended life of 25 to 30 years, but little is known about their long term behaviour. To study their long term behaviour, a series of laboratory tests were conducted in which a scaled model wind turbine supported on a monopile in kaolin clay was subjected to between 32,000 and 172,000 cycles of horizontal loading and the changes in natural frequency and damping of the model were monitored. The experimental results are presented using a non-dimensional framework based on an interpretation of the governing mechanics. The change in natural frequency was found to be strongly dependent on the shear strain level in the soil next to the pile. Practical guidance for choosing the diameter of monopile is suggested based on element test results using the concept of volumetric threshold shear strain.

Variation of modal parameters of pile-supported structures in seismically liquefiable soils.

This paper presents experimental results that aimed to investigate the effects of soil liquefaction on the modal parameters (i.e. frequency and damping ratio) of pile-supported structures. The tests were carried out using the shaking table facility of the Bristol Laboratory for Advanced Dynamics Engineering (BLADE) at the University of Bristol (UK) whereby four pile-supported structures (two single piles and two pile groups) with and without superstructure mass were tested. The experimental investigation aimed to monitor the variation in natural frequency and damping of the four physical models at different degrees of excess pore water pressure generation and in full-liquefaction condition. The experimental results showed that the natural frequency of pile-supported structures may decrease considerably owing to the loss of lateral support offered by the soil to the pile. On the other hand, the damping ratio of structure may increase to values in excess of 20%. These findings have important design consequences: (a) for low-period structures, substantial reduction of spectral acceleration is expected; (b) during and after liquefaction, the response of the system may be dictated by the interactions of multiple loadings, that is, horizontal, axial and overturning moment, which were negligible prior to liquefaction; and (c) with the onset of liquefaction due to increased flexibility of pile-supported structure, larger spectral displacement may be expected, which in turn may enhance Pdelta effects and consequently amplification of overturning moment. Practical implications for pile design are discussed.

Oscillations in the magnetic field of the solar corona in response to flares near the photosphere

Schrijver, C.J. and Brown, D.S., 2000, Oscillations in the magnetic field of the solar corona in response to flares near the photosphere, Astrophysical Journal, 537, L69-L72. Sponsorship: PPARC

Global oscillations in a magnetic solar model : II Oblique propagation

Pint?r, B.; Erd?lyi, R.; Goossens, M., Global oscillations in a magnetic solar model. II. Oblique propagation, Astronomy and Astrophysics, Volume 466, Issue 1, April IV 2007, pp.377-388 Pint?r, B.; Erd?lyi, R.; Goossens, M., (2007) 'Global oscillations in a magnetic solar model II. Oblique propagation', Astronomy and Astrophysics 466(1) pp.377-388 RAE2008

EXPERIMENTAL INVESTIGATION OF LINEAR BUBBLE DYNAMICS IN A VISCOELASTIC XANTHAN GEL

Oceanic bubble plumes caused by ship wakes or breaking waves disrupt sonar communi- cation because of the dramatic change in sound speed and attenuation in the bubbly fluid. Experiments in bubbly fluids have suffered from the inability to quantitatively characterize the fluid because of continuous air bubble motion. Conversely, single bubble experiments, where the bubble is trapped by a pressure field or stabilizing object, are limited in usable frequency range, apparatus complexity, or the invasive nature of the stabilizing object (wire, plate, etc.). Suspension of a bubble in a viscoelastic Xanthan gel allows acoustically forced oscilla- tions with negligible translation over a broad frequency band. Assuming only linear, radial motion, laser scattering from a bubble oscillating below, through, and above its resonance is measured. As the bubble dissolves in the gel, different bubble sizes are measured in the range 240 – 470 μm radius, corresponding to the frequency range 6 – 14 kHz. Equalization of the cell response in the raw data isolates the frequency response of the bubble. Compari- son to theory for a bubble in water shows good agreement between the predicted resonance frequency and damping, such that the bubble behaves as if it were oscillating in water.

Nonlinear piezoelectricity in electroelastic energy harvesters: Modeling and experimental identification

We propose and experimentally validate a first-principles based model for the nonlinear piezoelectric response of an electroelastic energy harvester. The analysis herein highlights the importance of modeling inherent piezoelectric nonlinearities that are not limited to higher order elastic effects but also include nonlinear coupling to a power harvesting circuit. Furthermore, a nonlinear damping mechanism is shown to accurately restrict the amplitude and bandwidth of the frequency response. The linear piezoelectric modeling framework widely accepted for theoretical investigations is demonstrated to be a weak presumption for near-resonant excitation amplitudes as low as 0.5 g in a prefabricated bimorph whose oscillation amplitudes remain geometrically linear for the full range of experimental tests performed (never exceeding 0.25% of the cantilever overhang length). Nonlinear coefficients are identified via a nonlinear least-squares optimization algorithm that utilizes an approximate analytic solution obtained by the method of harmonic balance. For lead zirconate titanate (PZT-5H), we obtained a fourth order elastic tensor component of c1111p =-3.6673× 1017 N/m2 and a fourth order electroelastic tensor value of e3111 =1.7212× 108 m/V. © 2010 American Institute of Physics.