BP网络算法在平面运动测量误差补偿中的应用

在航天对接试验平台开发项目中,针对平面运动物体非接触高精度测量的难点,提出一种针对物体三自由度平面运动的创新性测量方法.利用激光测距传感器的并联组合,实现对物体位置和姿态的非接触式测量.以传感器测量值为输入样本,运用BP神经网络算法建立误差模型,通过调整权值因子使建立的网络模型能够拟合出测量误差,从而修正测量的数学模型.基于BP神经网络的误差补偿方法对平面运动物体测量误差的补偿具有明显的效果,能够满足位姿测量的精度要求.     

重力不同引起的载人月球车操纵差异分析

为分析月球与地球重力差异对驾驶员所带来的操纵影响,推导了载人月球车操纵动力学方程.基于径向基神经网络和间接逆模型的训练方法,建立以行驶轨迹为输入、驾驶员操纵转角为输出的载人月球车操纵动力学逆系统.采用两种不同类型的间接对比形式,包括地球重力条件下重复月面行驶的轨迹路线和月球重力条件下重复地面行驶的轨迹路线.将正弦函数和斜坡阶越函数作为驾驶员操纵输入,获得月球或地球重力条件下的行驶轨迹,并利用逆系统求解得到不同重力条件下行驶相同轨迹时驾驶员的操纵转角.结果表明,驾驶员在月球重力条件下需要做出更大的操纵转向角度、更快的操纵转向速度、更高的操纵转向变换频率,并且在月球重力条件下更不容易重复地球重力条件下的相同行驶轨迹.这说明载人月球车在月球重力条件下的操纵性能较差.     

Gateside packwall design in solid backfill mining-A case study

Based upon characteristic movement features of the overlying strata in solid backfill mining and in-situ observations,an associated model representing a roadway support system has been developed.Based on the Winkler foundation and beam model,the current study presents a static analysis of the model,thus permitting acquisition of a theoretical formula pertaining to roof convergence.Through use of working face 6304-1(Jisan Colliery) as the research setting,the association between roof convergence magnitude and both packwall strength and width have been elucidated.Based upon observed conditions at the working face,realistic packwall parameters have been formulated,with numerical simulation results and field application results indicating that design parameters garnered from the developed formula successfully adapted to local geological movement and deformation.Accordingly,roadway deformation was shown to be within the permissible range,thus satisfying mine production requirements.The proposed method in the current study may give a design basis for pack design in the context of SBM under similar conditions.     

Fractal characterization for the mining crack evolution process of overlying strata based on microseismic monitoring technology

In order to study the evolution laws during the development process of the coal face overburden rock mining-induced fissure,we studied the process of evolution of overburden rock mining-induced fissures and dynamically quantitatively described its fractal laws,based on the high-precision microseismic monitoring method and the nonlinear Fractal Geometry Theory.The results show that:the overburden rock mining-induced fissure fractal dimension experiences two periodic change processes with the coal face advance,namely a Small→ Big→ Small process,which tends to be stable;the functional relationship between the extraction step distance and the overburden rock mining-induced fissure fractal dimension is a cubic curve.The results suggest that the fractal dimension reflects the evolution characteristics of the overburden rock mining-induced fissure,which can be used as an evaluation index of the stability of the overburden rock strata,and it provides theoretical guidance for stability analysis of the overburden rock strata,goaf roof control and the support movements in the mining face.     

Support principles of NPR bolt/cable and control techniques of large-deformation disasters

Deep mining has been paid much more attention because of the depletion of shallow mining resources.Traditional bolts could be invalid to accommodate large displacement and deformation in geomaterials.Consequently, alternative support and reinforcement bolts need to be studied and their constitutive models also need to be developed to help understanding for the complex stress-strain responses of rock masses under loadings. The effect of Negative Poisson's Ratio(NPR) that is attributed to the swelling phenomenon along the lateral direction may appear in metal materials under tensional loadings. Thence NPR materials often have an advantage over NPR ones in mechanical behavior such as impact resistance, antishearing, and energy absorbed. From the characteristics of NPR materials, a series of bolt and cable supports with the effect of NPR and constant-resistance have been recently developed. We here firstly introduce the structural features of NPR support. Then the constitutive model of NPR support is presented and its corresponding equation of energy equilibrium. Its basic principle interacted on rock masses is further discussed. Finally, NPR cables are employed to support the slope of an open-pit mine. The applications show that NPR cables can ease failure within the slope and play an important role in predicting and providing early warning of slope failure, together with a monitoring system of slope stability.     

冷连轧过程控制中轧制力和前滑模型的综合自适应

为了提高冷连轧过程控制系统中轧制力模型的设定精度,提出了一种轧制力和前滑模型的综合自适应算法.通过建立综合自适应目标函数,以变形抗力和摩擦系数模型中的自适应系数作为寻优参数,并采用Rosenbrock算法求解目标函数,可以同时得到满足轧制力模型和前滑模型计算精度的自适应系数.该模型自适应算法可成功应用于某1 450 mm冷连轧机组.结果表明,采用该模型的综合自适应算法后,轧制力设定精度显著提高,且满足在线控制要求.     

Effect of tin addition on the microstructure and properties of ferritic stainless steel

This article reports the effects of Sn on the inclusions as well as the mechanical properties and hot workability of ferritic stainless steel. Precipitation phases and inclusions in Sn-bearing ferritic...     

直立高边坡逆作法装配式锚索挡土墙施工技术

在边坡工程中,直立高边坡的施工和围护是施工的一个难点,随着经济建设的发展,越来越多的地区出现高边坡施工。大连沿海城市商业经济培训中心及周边地块改造项目南侧挡土墙工程,是一个土质和强风化岩的直立高边坡工程,边坡最大深度为11.2 m,部分段采用现浇钢筋混凝土挡土墙施工。开挖支护过程中出现过塌方事故,文章分析了事故出现的原因,并阐述具体处理措施,并以此具体工程为背景,提出一种新型逆作法装配式锚索挡土墙的施工技术方法,以不同种类的装配块间的组装作为挡土墙,并设置预应力锚索加固,采用逆作法自上向下逐步施工,底部挡土墙和地梁一起整体采用现浇钢筋混凝土,提高整体稳定。该方法减少工程风险,加快施工速度,为以后直立高边坡施工提供一种借鉴的方法。     

β钛合金微弧氧化膜制备及其在人体模拟液中腐蚀性能研究

采用微弧氧化技术在TiNbZrFe合金表面制备出含钙磷成分的多孔氧化膜,通过人体模拟液浸泡的方法诱导生成羟基磷灰石,并利用电化学阻抗谱（EIS）研究其在人体模拟液中浸泡不同时间后的耐腐蚀性能．结果表明,经400V电压微弧氧化后TiNbZrFe合金表面氧化膜的形貌与成分达到最优化,且明显有α-Ca3（PO4）2 相生成;α-Ca3（PO4）2 相能够起到良好的诱导生成羟基磷灰石（HA）的作用,在人体模拟液中浸泡1d后,通过XRD检测出有HA相生成,导致微弧氧化膜层表面的微孔被诱导生成物覆盖填充明显,较小微孔完全消失;随着浸泡时间的延长,经过微弧氧化膜诱导生成的HA涂层不断增厚,EIS结果表明其具有良好的隔绝渗透作用,能够阻碍腐蚀性介质在溶液和金属界面之间扩散和迁移,从而起到保护基体抗腐蚀的作用．