變剛度復(fù)合材料層合板殼的分析與優(yōu)化
[Abstract]:Different from the traditional straight fiber laminated structure, the filament bundle variable angle laminated structure is a kind of variable stiffness composite material with continuous change of the fiber laying angle. The angle of the fiber changes continuously on the same layer, which expands the design flexibility of the composite, makes full use of the directional characteristics of the fiber, improves the structure performance and reduces the weight of the structure. In this paper, the development process of the composite laminated structure with variable stiffness and the research status at home and abroad are briefly described. Taking the laminated plate and shell of the variable stiffness composite material as the research object, on the basis of the existing research, the trace of the filament bundle placement is designed. The main work of this paper is as follows: the translation method and the parallel method are two kinds of fiber laying methods, the reason of the gap or overlapping region is analyzed, and the advantages and disadvantages of the two methods are compared synthetically. The basic theory of laminated plate (shell) and the modeling method of sequential response surface are introduced. The quadratic function is selected to create the response surface and the optimal solution of the original problem is obtained by genetic algorithm optimization. The fiber curve trajectory of the laminated plate with variable stiffness is designed. The finite element model of the laminated plate with variable stiffness is established by means of the idea of continuous curve fiber discretization. The effects of fiber locus parameters and geometric parameters on the buckling of laminated plates under uniaxial and biaxial loading are analyzed. The effects of fiber curve locus and geometric parameters on the frequency of laminated plates are discussed. The buckling and frequency characteristics of laminated plates with variable stiffness are optimized by using the sequential response surface method and the T0T 1 optimal solution is obtained. The fiber placement path and layering sequence of variable stiffness (ellipse) cylindrical shells are given, and their finite element models are established in ANSYS, under axial compression, bending moment and torque load, At the same time, the effect of geometrical dimension of cylindrical shell on buckling performance is analyzed. Then the critical buckling coefficient is taken as the target to optimize the buckling characteristics of laminated shells. The results show that the buckling behavior of cylindrical shells can be significantly improved by replacing [45 / 0 / -45 / 90 / -45 / 90] s laminated shells with 45 擄straight line layers with curved fiber layer 胃 under bending moment load, and by controlling the continuous variation of filaments angle, The buckling performance of elliptic cylindrical shells can be improved by changing the circular stiffness of elliptic cylindrical shells to increase the stiffness of the flat parts and decrease the stiffness of the parts with small radius of curvature.
【學(xué)位授予單位】:南昌航空大學(xué)
【學(xué)位級(jí)別】:碩士
【學(xué)位授予年份】:2017
【分類號(hào)】:TB33
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