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双语推荐:响应面函数

本文主要研究一种梯度响应面模型及其在气动优化设计中的应用。目前应用广泛的多项式响应面模型是连续可导的,采用梯度信息构造完全二阶多项式响应面模型,所需样本数与设计参数个数呈线性关系。首先通过改进实验设计方法,快速生成满足精度要求的样本并确定梯度响应面模型。随后通过函数实验验证梯度响应面模型的精度,及该模型在多极值函数最值搜索中的有效性。最后由伴随方法快速求解气动优化设计目标函数的梯度信息,并开展基于梯度响应面模型和复合形法的叶片压力反设计和效率优化设计。结果表明:基于梯度响应面模型的优化方法在全局最优及提高优化效率两方均有出色表现,基于该优化方法的气动优化设计能够显著改善叶片的气动性能。
This paper presents a gradient-based response surface (GBRS) model and its applications to the aerodynamic design optimization. Since the widely used polynomial response surface model is continuous and differentiable, the gradients of the original response can be involved in constructing the quadratic polynomial response surface model. For the quadratic GBRS model, the number of the required samples depends linearly, instead of quadratically on the number of design parameters. Firstly, the samples are determined through the modified design of experiment with shortened sampling time to construct the GBRS model. Then function experiments are performed to evaluate the accuracy of GBRS model and its effectiveness in searching for the global minimum. Finally the gradients for constructing the GBRS model are calculated by the adjoint method and then an inverse design and an optimization design for improving the efficiency of a cascade are performed based on the GBRS model and the complex met

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将模糊随机理论与改进的响应面模型结合求解滑坡的可靠性指标。首先,考虑到滑带土力学参数的模糊随机性,非线性程度较高,采用正态模糊隶属函数对参数样本进行模糊-随机处理,并作为优化模型的约束函数;然后,采用过无差点的改进响应面法将功能函数显式化为二阶近似函数,黏聚力和内摩擦角约束函数显式化为线性函数,基于二次规则方法,采用理性运动极限计算方法,寻找合理、有效而稳定的优化策略求解滑坡的目标功能函数;最后,采用一次二阶矩法计算滑坡的可靠性指标。改进的响应面法在迭代过程中通过中心展开点,优化过程可以收敛到精确的局部最优点,同时理性运动把每次寻优的空间缩小,在建立近似显函数展开点或构造点的邻域进行寻优,避免了优化迭代振荡、收敛速度缓慢或不收敛的缺陷,提升了优化速度并保证求解的有效性和准确性。计算方法保证了改进响应面法的精度,求得的可靠性指标考虑了参数模糊不确定性的影响,研究成果为响应法的改进并应用于滑坡工程的可靠性评价领域起到一定的推动作用。
This paper aims at proposing an improved response surface model (IRSM), combining with the fuzzy random theory to calculate the reliability index of the landslides. First of all, considering the fuzzy randomness character of the soil mechanics parameters, the nonlinear degree is much higher, the normal fuzzy membership function is used to dispose the soil sample, and put them as constraint functions of opti-mization model. Then, to transfer the explicit function into second order approximation function using IRSM, the constraint function of cohesion and angle of internal friction are transferred to linear function. Based on the quadratic programming method, the rational motion limit calculation method is used to find a reasonable, effective and stable optimization strategy, so as to obtain the performance function, then using JC method to calculate the reliability index of landslides. ISRM through the center point during iteration, the optimization process can be exactly converged to t

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针对结构优化设计问题中约束条件是设计变量隐函数的问题,分析了传统多项式基响应面法的基本思想及其在拟合精度方存在的问题;在此基础上通过对求解区域进行网格划分以及偏导数差分的推导给出了基于泰勒展开的响应面方法的具体形式,最后结合算例分析验证了改进后的算法不仅能够提高响应面方法的求解精度,而且能够有效地实现结构优化设计中隐函数的显式化.
Considering the constraint condition in the structural optimization is the implicit func-tion of the design variables ,we analyzed the basic ideas of the traditional polynomial response surface method and its problems in fitting accuracy ,and got the specific form of response surface methodology based on Taylor expansion by meshing the region to be solved and deducing partial derivative differential .Finally ,combining with a numerical example ,we verified that the im-proved algorithm could not only greatly improve the solution accuracy ,but also effectively trans-form the function from implicit to explicit in structural optimization .

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将支持向量机引入响应面重构计算中,利用支持向量机对小样本数据优秀的拟合和泛化能力,提出了一种最小二乘支持向量机响应面新方法,并将其应用于大型钢管焊接结构的模型修正及损伤识别中。对最小二乘支持向量机响应面的核函数进行了加权,提出一种综合了一次多项式核函数的线性模拟能力和高斯核函数非线性拟合能力的线性-高斯组合核函数。同时对训练样本进行了尺度变换,并对训练样本的选择方法进行了改进。通过损伤识别数值仿真及实验验证,与传统灵敏度方法进行了对比,结果表明改进响应面方法的识别效果更好,且收敛性及精度也大大提高了,为解决大型复杂结构的损伤识别问题提供了新的思路。
According to the excellent learning ability and generalization of SVM even with small samples ,combined the RSM with LS-SVM ,then a new RSM was established based on LS-SVM ,and it was used in model updating and damage identification .A weight method was proposed in kernel func-tion ,and the linear-and-Gaussian kernel function was proposed which combined the linear fitting abili-ty of the linear polynomial kernel function and the nonlinear fitting ability of the Gaussian kernel func-tion .At the same time ,the training samples had a scale transformation ,and the selection method of training samples was improved .By a identification example and experimentation ,compared with the traditional sensitivity method ,the results show that the improved RSM is better ,and the convergence is also improved greatly .

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为提高设计稳健性,将6σ稳健优化设计引入车身噪声传递函数优化过程。将6σ质量管理、可靠性设计稳健设计相结合,考虑设计变量、约束条件目标函数在内所有不确定性信息,不仅满足优化目标函数、提高系统可靠性要求,使系统响应均方差最小化,即提高稳健性。以某型汽车为例,在汽车声固耦合有限元模型基础上采用基于试验设计的二阶多项式响应面模型,以车身总质量一阶模态频率为约束条件驾驶员耳旁声压级响应均方根值为目标函数,在基本随机变量概率特性已知情况下对车身噪声传递函数进行6σ稳健优化设计,与传统确定性优化设计相比表明该方法的有效性。
In order to improve the design robustness of the vehicle’s NVH performance,a six sigma robust optimization method was introduced in the optimization design of noise transfer functions.In the method,the influences of various uncertain factors which result from objective functions,design variables and constraint conditions were considered by integrating the six sigma quality management approach,reliability design approach and robust design approach in the optimization design process.Not only the proper optimal solution and reliability of the system were achieved but also the robustness of production design process was improved.Based on the acoustic-structure coupled finite element model and the quadratic response surface approximate model,the proposed method was implemented to optimize the noise transfer function of a car body.In this numerical example,the probabilistic characteristics of the design variables were assumed to be known,the total mass and the first natural frequency of the

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针对既有概率变量又有区间变量的混合不确定问题,构造了一种高效的结构可靠性分析方法。该方法将传统概率可靠性分析中的响应面方法引入混合模型的可靠性分析中,通过Bucher设计与梯度投影相结合的方法建立线性响应面,并采用一有效的解耦方法求解基于响应面建立的近似混合可靠性问题,通过迭代实现响应面更精确地近似真实极限状态函数。最后,通过两个算例验证了该算法的有效性。
A high efficient method is proposed to deal with reliability analysis of hybrid structures with random and interval variables .Response surface method in the traditional probability reliability analysis is applied to the hybrid uncertainty problem ,combined Bucher design with vector projection method ,a linear response surface is constructed ,and then an efficient decoupling approach is used to solve an approximate hybrid reliability model which is created based on the response surface ,after several times iteration ,response surface is sufficiently close to the exact limit state function .Numerical examples are provided to demonstrate the effectiveness of the present method .

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首先运用摩擦学、传热学和有限元法研究了齿轮的本体温度场,然后利用间接耦合法对齿轮进行了结构分析,以齿轮材料的线膨胀系数、油温、主动轮转速、主动轮功率及齿许用接触应力为随机变量,基于响应面法得到了齿接触强度的极限状态函数,并通过蒙特卡罗法得到了各随机变量对该极限状态函数的概率敏感性。结果表明,响应面-蒙特卡罗法有效简化了复杂结构的可靠性灵敏度分析。
First use of tribology,heat transfer, finite element method to study the gear tempera-ture field,and then use the indirect coupling meth-od to study the structure analysis of gear,gear ma-terial coefficient of linear expansion,oil tempera-ture,driving gear speed,driving gear power and al-lowable contact stress of tooth surfaces are taken as random variables,the limit state function of tooth contact strength is obtained by Response Surface method,then each random variable proba-bility sensitivity of the limit state function is ob-tained by Monte Carlo method.The results show that:the Response Surface Monte Carlo method effectively simplifies the complex structure of the reliability sensitivity analysis.

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针对斜拉桥静力体系可靠度分析中隐式功能函数重构和多种失效模式的特点,提出了一种基于响应面法的体系可靠度分析方法。该方法有3个步骤:首先基于响应面法,将斜拉桥各失效模式的功能函数进行显式化,然后计算各功能函数间的相关系数,最后由窄界限法得出结构的体系可靠指标。建立了斜拉桥结构体系可靠度的数学模型,给出了体系可靠度的分析步骤,以主跨420m的混凝土斜拉桥为工程背景,展开了体系可靠度研究。研究结果表明:响应面方法在斜拉桥体系可靠度分析中具有适用性,得出了运营期斜拉桥体系可靠度的敏感参数和两条主要失效路径。
A system reliability method for the analysis of cable-stayed bridges is pro-posed to describe the characteristics of cables-stayed bridges with the explicit perform-ance functions and multiple failure modes.There are three main steps in this method shown as follows:Firstly,the performance functions of cable-stayed bridges are explicit using a response surface method.Secondly,coefficient associations of multiple failure modes are calculated.Finally the system reliability index are obtained using the narrow bond method.The mathematical models of cable-stayed bridges are established and the analysis steps are given.A concrete cable-stayed bridge with a main span of 420 m is se-lected as a numerical example.The results indicate that the response method is feasibile during system reliability analysis of cable-stayed bridges,and then the sensitivity param-eters and the main failure components are obtained.

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针对随机结构问题,根据现有方法的优缺点,将响应面法和摄动随机有限元相结合。考虑结构载荷参数、材料参数和几何参数,结构的响应面近似函数采用步进回归分析技术被确定了,其中抽样方法为中心指数法,并利用摄动法推导出结构随机响应的中心矩表达式。以燃气涡轮叶片为例,计算出叶片的随机响应变量中心矩,及响应变量相对于输入变量的灵敏度,并分别与直接响应面法、直接Monte-Carlo模拟方法的计算结果对比。结果表明,该方法适用于结构相对复杂的模型,计算结果精度较高,计算速度较快。
Aiming at problem of the stochastic structure, according to the merits and demerits of the existing methods, the response surface method and perturbation-based stochastic finite element method are combined. Considering structure load parameters, material parameters and geometrical parameters, the approximate function of response surface structure is determined by using step regression analysis techniques, the sample of which is taken by the center index design method. And the central moment expression of the structure random response is derived by using perturbation method. Taking the gas turbine blade as an example, the central moment of the random response variables and the sensitivity of response variable corresponding to the input variables for the blade are calculated. And it is contrasted with the calculation results of direct response surface method and direct Monte-Carlo simulation method respectively. The results show that the method is suitable for a relatively complex struct

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针对饱和函数滑模观测器趋近滑模较慢的问题,引入模糊控制,用模糊控制器调节开关函数输出幅值,以抑制抖动并快速到达滑模.通过与饱和函数滑模观测器的比较分析,验证了模糊滑模观测器能柔化控制器的输出信号,使响应速度更快,可以实现转子位置的精确估算.同时提出一种基于锁相环的转速估算方法,解决了转速实时估算问题.
In order to solve the problem that the saturation function''s sliding mode observer reaches the sliding sur?face slowly, a fuzzy strategy using the fuzzy controller to regulate the output amplitude of the switch function was proposed for alleviating the system chattering in efforts to reach the sliding surface quickly. In contrast to the sliding mode observer of the saturation function, it was verified that the fuzzy sliding mode observer could soften the output signal of the controller and make the response faster, so as to estimate the rotor position precisely. Furthermore, a speed estimation method based on Phase Locked Loop (PLL) was proposed for the realization of the real-time esti?mation of speed as well.

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