54 / 2021-10-14 15:30:01
Nonlinear stiffness topology optimization for the bend stiffener of flexible riser
Bend stiffener; Structural nonlinearity; Topology optimization; Specified ocean load direction; Rotational symmetry assumption; Parallel computation
摘要待审
FanZhirui / Dalian University of Technology
YanJun / Dalian University of Technology
YangZhixun / Harbin Engineering University
XuQi / Dalian University of Technology
NiuBin / Dalian University of Technology
ZhaoGuozhong / Dalian University of Technology
A bend stiffener is of significant importance to improve the safety of the flexible riser used in deep water. In conventional design, a rotational symmetry assumption is commonly employed to deal with the complex ocean load environment. However, for a specified ocean area, the load direction only varies within a certain range. Thus, the rotational symmetry design will inevitably lead to the redundant or insufficient local performance for the bend stiffener. In the present study, a topology optimization considering the material and geometry nonlinearity is developed to maximize the structural bending stiffness. The Dirichlet boundary condition is adopted to simulate the ocean load, and reaction force at the loading end is employed to quantify the structural bending stiffness. The Heaviside projection, Helmholtz-PDE filter and fictitious strain energy method are introduced to eliminate the numerical instabilities. Moreover, to improve the efficiency of the structural nonlinear analysis and optimization, a parallel computational framework based on PETSc library is developed. In the numerical examples, considering the constant amount of the available material, comparisons between three different designs, i.e., the conventional homogenous reference design, the 2D topology optimization considering the rotational symmetry, and the 3D topology optimization without rotational symmetry are performed. The optimized results show that the designs obtained by topology optimization can significantly improve the structural bending stiffness. The 2D design with rotational symmetry gives a good but mediocre load bearing capability for any load direction, and the 3D design without rotational symmetry assumption exhibits the better stiffness performance under the specified variation scale of the ocean load.
重要日期
  • 会议日期

    10月22日

    2021

    10月25日

    2021

  • 09月15日 2021

    提前注册日期

  • 10月25日 2021

    注册截止日期

主办单位
SUT 中国分会
大连理工大学
中国石油大学(北京)
协办单位
辽宁省力学学会
大连市科学技术协会
工业装备结构分析国家重点实验室
海岸和近海工程国家重点实验室
橡塑制品成型数值模拟与优化学科创新引智基地
大连理工大学宁波研究院
联系方式
移动端
在手机上打开
小程序
打开微信小程序
客服
扫码或点此咨询