本文關(guān)鍵詞：自適應(yīng)索桿張力結(jié)構(gòu)的理論研究與試驗(yàn)　出處：《浙江大學(xué)》2014年博士論文　論文類型：學(xué)位論文

  更多相關(guān)文章： 自適應(yīng) 索桿張力結(jié)構(gòu) 主動單元 形態(tài)控制 位置優(yōu)化 優(yōu)化算法

【摘要】：變長度單元自適應(yīng)索桿張力結(jié)構(gòu),是以主動單元長度變化為調(diào)控手段,通過改變結(jié)構(gòu)幾何形態(tài)以提高適應(yīng)環(huán)境變化能力的一類智能結(jié)構(gòu)。本文以變長度單元自適應(yīng)索桿張力結(jié)構(gòu)的形態(tài)控制為目標(biāo),從索桿張力結(jié)構(gòu)受力特性出發(fā),圍繞主動單元調(diào)控長度計(jì)算和最優(yōu)數(shù)量及位置分布等關(guān)鍵技術(shù)進(jìn)行了深入研究。 綜合運(yùn)用平衡矩陣分解理論、非線性規(guī)劃理論、以及非線性有限元理論對變長度單元自適應(yīng)索桿張力結(jié)構(gòu)的力學(xué)基礎(chǔ)進(jìn)行了系統(tǒng)分析,推導(dǎo)了結(jié)構(gòu)對單元長度變化的非線性響應(yīng)計(jì)算公式,并提出了求解策略。所提出的理論分析方法及算法適用于任意荷載工況下的任意類型索桿張力結(jié)構(gòu),為自適應(yīng)索桿張力結(jié)構(gòu)的分析提供了理論基礎(chǔ)。 以張力結(jié)構(gòu)形狀和內(nèi)力控制為目標(biāo),以主動單元長度調(diào)控量為未知量,基于非線性有限元理論,推導(dǎo)了目標(biāo)響應(yīng)與主動單元長度調(diào)控量的增量關(guān)系式,提出了增量迭代求解策略及誤差反饋迭代求解策略。進(jìn)一步,考慮單元內(nèi)力約束及主動單元調(diào)控長度限制等條件,建立了自適應(yīng)索桿張力結(jié)構(gòu)的形態(tài)非線性優(yōu)化控制數(shù)學(xué)模型,從目標(biāo)響應(yīng)與主動長度調(diào)控量之間的有限元增量關(guān)系出發(fā),提出了基于序列二次規(guī)劃法SQP的求解策略。 基于有限元平衡方程,推導(dǎo)了結(jié)構(gòu)響應(yīng)對主動單元長度變化的靈敏度計(jì)算公式,同時(shí)建立了自適應(yīng)行為中的形狀控制、內(nèi)力控制以及剛度控制等多目標(biāo)函數(shù)對所有主動單元調(diào)控量的一階、二階靈敏度矩陣,為序列二次規(guī)劃法求解策略提供了梯度信息。利用所推導(dǎo)靈敏度公式,對Geiger索穹頂和張拉整體結(jié)構(gòu)進(jìn)行結(jié)構(gòu)響應(yīng)的靈敏度分析,探討了索單元及桿單元類型分別作為主動單元的調(diào)控效率,提出了在不同自適應(yīng)目標(biāo)下,兩類結(jié)構(gòu)中主動單元的選擇準(zhǔn)則,為主動單元的布設(shè)提供參考。 基于精確可控條件,利用線性方程組的性質(zhì),通過對調(diào)控增量計(jì)算系數(shù)矩陣的分析,揭示了主動單元數(shù)量及位置與方程組解之間的數(shù)學(xué)關(guān)系,提出了主動單元數(shù)量與位置的布設(shè)準(zhǔn)則。建立了以調(diào)控增量最小為目標(biāo)的最優(yōu)位置優(yōu)化數(shù)學(xué)模型,提出了基于遺傳算法的求解策略。進(jìn)一步,以最小化形態(tài)控制誤差、主動單元調(diào)控長度以及主動單元數(shù)量為目標(biāo)函數(shù),建立了以主動單元分布向量和調(diào)控長度為變量的混合變量多目標(biāo)優(yōu)化控制模型,提出了基于非支配排序遺傳算法NSGA-Ⅱ和序列二次規(guī)劃法SQP的分層求解策略。該算法獲得的結(jié)果能直觀地顯示各目標(biāo)函數(shù)最優(yōu)解之間的矛盾關(guān)系,為決策者制定最合理方案提供了理論參考。 在理論分析基礎(chǔ)上,設(shè)計(jì)了具有長度可調(diào)單元的Geiger索穹頂模型進(jìn)行試驗(yàn)研究,考察了模型在張拉成形過程、調(diào)控響應(yīng)過程、以及加載調(diào)節(jié)過程中的結(jié)構(gòu)響應(yīng)。試驗(yàn)結(jié)果數(shù)據(jù)分析表明,試驗(yàn)?zāi)Ｐ偷念A(yù)應(yīng)力分布情況與理論計(jì)算值一致,結(jié)構(gòu)對于各類主動單元的長度變化響應(yīng)靈敏度與理論分析趨勢保持一致,由理論控制方案指導(dǎo)進(jìn)行的荷載態(tài)形態(tài)調(diào)控試驗(yàn)結(jié)果良好,驗(yàn)證了本文理論計(jì)算模型的正確性。 根據(jù)本文所提出的相關(guān)算法策略,采用MATLAB軟件編制了相應(yīng)程序,所有程序均具有通用性,能對任意給定幾何拓?fù)浜图s束等條件的索桿張力結(jié)構(gòu)進(jìn)行系統(tǒng)分析和調(diào)控計(jì)算,為索桿張力結(jié)構(gòu)的調(diào)控提供了有效的數(shù)值分析工具。
[Abstract]:Variable length unit Adaptive Cable strut structure, is the active unit length change control means, through a kind of intelligent structure to improve the ability to adapt to the changing environment and change the structure of geometry. In this paper, the adaptive variable length unit of cable strut structure shape control as the goal, starting from the stress characteristics of cable strut structure, around the key the technology of active control unit length calculation and the optimal number and location are studied deeply.
The comprehensive use of the equilibrium matrix decomposition theory, nonlinear programming theory and nonlinear finite element theory has carried on the system analysis of cable strut structure on the mechanical basis of variable length unit adaptive calculation formula of nonlinear response of structure of unit length variation is deduced, and puts forward the solving strategy. Any type of theoretical analysis method and the proposed algorithm is applicable to arbitrary load conditions of cable strut structure, provides a theoretical basis for the adaptive analysis of cable strut structure.
The tension structure and internal control as the goal, to active unit length regulation is unknown, based on nonlinear finite element theory, the target response increment with active unit length regulation volume formula, proposed an iterative solving strategy and error feedback incremental iteration strategy. Further, considering the constraint element internal forces and active unit the regulation length constraints, an adaptive nonlinear optimal control mathematical model of cable strut structure form, starting from the target response finite element incremental and the relationship between the amount of active length regulation, a sequence of two quadratic programming method solving strategy based on SQP.
Finite element equilibrium equation is deduced based on structural response sensitivity of active unit length variation formula, and establish the shape control of adaptive behavior in the internal control and stiffness control objective function for all active unit control quantity of one order, two order sensitivity matrix, provide gradient information to sequence two a programming method for solving strategy. Using the derived sensitivity formula, analysis on sensitivity of structure response of cable dome and tensegrity structure of Geiger, discusses the cable element and bar element types were used as control efficiency of active unit, put forward the different adaptive target selection criteria, active elements of two kinds of structure, provide the reference for the layout of active units.
The precise control based on the properties of the linear equations, through the analysis and calculation of the coefficient matrix of the incremental regulation, reveals the mathematical relationship between the solutions of the active element number and position and equations, the author proposes the layout criterion on active unit quantity and location. To establish a control of optimal location optimization model for minimizing the increment and put forward solving strategy based on genetic algorithm. Further, to minimize the error of shape control, active control unit length and active element number as the objective function, is established with the active unit distribution vector and regulation length control model of multi-objective optimization of mixed variables, the non dominated sorting genetic algorithm II NSGA- and sequence two planning method of SQP hierarchical solving strategy based on the results of the algorithm can visually display the contradiction between the objective function optimal solution, as will The policy makers provide the theoretical reference for the most reasonable plan.
On the basis of theoretical analysis, design with adjustable length unit of Geiger cable dome model were studied. The studied model in stretch forming process, the regulation of response, response of structure and the loading in the regulation process. The experimental data analysis results show that the prestress distribution test and theoretical calculation value of the model, structure the length change of all kinds of active element sensitivity trend is consistent with theoretical analysis, the theoretical guidance of the load control scheme forms regulation experiment results verify the correctness of the calculation model of the theory in this paper.
According to the algorithm proposed by this paper, and the corresponding program is designed by MATLAB software, all procedures are universal, for any given topology and geometric constraint conditions of the cable strut structure system analysis and control calculation, provide an effective analysis tool for the numerical control of cable strut structure.

【學(xué)位授予單位】：浙江大學(xué)
【學(xué)位級別】：博士
【學(xué)位授予年份】：2014
【分類號】：TU399

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