CAJ | 학술논문

根据独立连续拓扑变量概念，建立了桁架和平面膜结构拓扑优化的有无复合体模型，从而不引入过滤函数实现拓扑变量在连续型和离散型之间的转换．推导了有无复合体杆单元的面积与膜单元的厚度同重量、单元刚度阵都是“有单元”和“无单元”相应量的线性组合，进而把这一线性关系延拓到许用应力．借助于有无复合体建立了在应力约束下骨架和连续体结构拓扑优化的统一模型，同时提出了求解这一模型的有效算法，获得了令人满意的计算结果．
근거독립련속탁복변량개념，건립료항가화평면막결구탁복우화적유무복합체모형，종이불인입과려함수실현탁복변량재련속형화리산형지간적전환．추도료유무복합체간단원적면적여막단원적후도동중량、단원강도진도시“유단원”화“무단원”상응량적선성조합，진이파저일선성관계연탁도허용응력．차조우유무복합체건립료재응력약속하골가화련속체결구탁복우화적통일모형，동시제출료구해저일모형적유효산법，획득료령인만의적계산결과．
According to the idea of independent and continuous topo logicalvariables, a uniform exist-null combined model of the bar element and t he membrane element for the topological optimization is constructed to implement the transformation between continuous and discrete topological variables withou t using the filter function. It is derived that the area of bar and the thicknes s of membrane with the weight or the stiffness matrix are all the linear combina tions of the corresponding quantities of the ‘exist element’ and the ‘null el ement’. Then this linear relation is extended to the allowable stress. The uniform mathematical model of the topological optimization of skeleton and c ontinuum structure with stress constraint is established in terms of the exist- null combination. At the same time an effective algorithm is proposed to solve t he uniform mathematical model. In line with the zero approximation of the stress constraint function, a solution of topological optimization with stress constra int of single loading case is obtained from the strength condition. Then, the av erage value of each topological variable under all of the loading cases is taken as a solution of multiple loading cases. Finally, a self-adaptive algorithm gi ves the transformation of the continuous topological variable to discrete variab le according to a doorsill. It can get satisfactory computational results with r apid and stable convergence. This work also shows that the presence of independe nt and continuous topological variable is valuable to the research of structural topology optimization.