Topology optimization of core structure of titanium alloy sandwich cylindrical shell北大核心CSCD

［Objectives］ As a new type of pressure-resistant structure, the titanium alloy sandwich cylindrical shell has not yet been studied comprehensively. The topology of the core layer needs to be confirmed using the optimization method. This paper carries out the core topology optimization of titanium alloy pressure-resistant sandwich cylindrical shells.［methods］An unreinforced cylindrical shell with high thickness is selected as the analysis object, and the axisymmetric element is used to calculate the structural stresses via ANSYS. The cylindrical shell is divided into the upper, middle and lower regions along the thickness direction. The structures of the middle region are set as the design variables, and a two-stage topology optimization mathematical model of its core structure is proposed. Based on Matlab, the main control program of the genetic algorithm is established to carry out the core layout optimization of the unreinforced cylindrical shell along the axial direction only and both the axial direction and radial direction respectively.［results］The optimal core topological form consists of equidistant ribs connecting the inner shell and outer shell vertically.［Conclusions］A sandwich cylindrical shell under hydrostatic pressure is a reasonable pressure-resistant structure. © 2023 Authors. All rights reserved.     

自锚式悬索桥锚固段合理总体布置研究

锚固段是自锚式悬索桥的关键受力部位。结合某336 m跨径自锚式悬索桥的锚固段总体布置设计，对自锚式悬索桥的锚跨设置、散索鞍/套设置、锚固段重心调整等问题进行分析研究，建议主梁竖向刚度不控制设计时取消锚跨，边跨主缆入射角适中时优先采用散索套，提出了锚固段合理重心的调整思路。上述结论可为今后同类型结构的设计提供参考。