Citation: | YE Yanpeng, GU Shuitao, LIU Min, FENG Zhiqiang. Optimization Software Development for Offshore Turbine Transition Structures Based on LiToSim[J]. Applied Mathematics and Mechanics, 2021, 42(5): 441-451. doi: 10.21656/1000-0887.410354 |
[1] |
MUSKULUS M, SCHAFHIRT S. Design optimization of wind turbine support structures: a review[J]. Journal of Ocean and Wind Energy,2014,1(1): 12-22.
|
[2] |
LEE Y S, GONZ LEZ J A, LEE J H, et al. Structural topology optimization of the transition piece for an offshore wind turbine with jacket foundation[J]. Renewable Energy,2016,85: 1214-1225.
|
[3] |
NATARAJAN A, STOLPE M, WANDJI W N . Structural optimization based design of jacket type sub-structures for 10 MW offshore wind turbines[J]. Ocean Engineering,2019,172: 629-640.
|
[4] |
GENTILS T, WANG L, KOLIOS A. Integrated structural optimization of offshore wind turbine support structures based on finite element analysis and genetic algorithm[J]. Applied Energy,2017,199: 187-204.
|
[5] |
田晓洁, 李道喜, 刘贵杰, 等. 导管架式海上风机支撑结构优化设计研究[C]//第十九届中国海洋(岸)工程学术讨论会论文集. 重庆, 2019: 238-242.(TIAN Xiaojie, LI Daoxi, LIU Guijie, et al. Research on optimal design of jacketed offshore wind turbine support structure[C]// 19th China Ocean(Shore)Engineering Symposium. Chongqing, 2019: 238-242.(in Chinese))
|
[6] |
蔺磊. 海上风机基础结构过渡段优化设计研究[D]. 硕士学位论文. 哈尔滨: 哈尔滨工程大学, 2014.(LIN Lei. The optimization design research for the foundation of offshore wind turbine’s transition section[D]. Master Thesis. Harbin: Harbin Engineering University, 2014.(in Chinese))
|
[7] |
张立英. 风机基础结构数值模拟及优化设计研究[D]. 硕士学位论文. 天津: 天津大学, 2009.(ZHANG Liying. The finite element analysis and structural optimization design for wind turbine foundation[D]. Master Thesis. Tianjin: Tianjin University, 2009.(in Chinese))
|
[8] |
WANG L, KOLIOS A, NISHINO T, et al. Structural optimisation of vertical-axis wind turbine composite blades based on finite element analysis and genetic algorithm[J]. Composite Structures,2016,153(10): 123-138.
|
[9] |
LE C, NORATO J, BRUNS T, et al. Stress-based topology optimization for continua[J]. Structural and Multidisciplinary Optimization,2010,41(4): 605-620.
|
[10] |
LUO Y J, WANG M Y, KANG Z. An enhanced aggregation method for topology optimization with local stress constraints[J]. Computer Methods in Applied Mechanics and Engineering,2013,254: 31-41.
|
[11] |
XIA L, ZHANG L, XIA Q, et al. Stress-based topology optimization using bi-directional evolutionary structural optimization method[J]. Computer Methods in Applied Mechanics and Engineering,2018,333: 356-370.
|
[12] |
冯志强, 刘建涛, 彭磊, 等. 自主CAE平台及计算力学软件研发新进展[J]. 西南交通大学学报, 2016,51(3): 519-524.(FENG Zhiqiang, LIU Jiantao, PENG Lei, et al. New development of CAE platform and computational mechanics software[J]. Journal of Southwest Jiaotong University,2016,51(3): 519-524.(in Chinese))
|
[13] |
HUANG X, XIE Y M. Evolutionary Topology Optimization of Continuum Structures: Methods and Applications [M]. Wiley, 2010.
|
[14] |
XIA L, XIA Q, HUANG X D, et al. Bi-directional evolutionary structural optimization on advanced structures and materials: a comprehensive review[J]. Archives of Computational Methods in Engineering,2018,25(2): 437-478.
|
[15] |
任高晖. 基于BESO法的结构拓扑优化研究与应用[D]. 硕士学位论文. 哈尔滨: 哈尔滨工程大学, 2016.(REN Gaohui. Research and application of structural topology optimization based on BESO method[D]. Master Thesis. Harbin: Harbin Engineering University, 2016.(in Chinese))
|
[16] |
HUANG X, XIE Y M. Convergent and mesh-independent solutions for bi-directional evolutionary structural optimization method[J]. Finite Elements in Analysis and Design,2007,43(14): 1039-1049.
|
[17] |
LIU M, CHEN X Z, YANG Q S. Estimation of peak factor of non-Gaussian wind pressures by improved moment-based Hermite model[J]. Journal of Engineering Mechanics,2017,143(7): 1-9.
|
[18] |
CHEN X Z. Extreme value distribution and peak factor of crosswind response of flexible structures with nonlinear aeroelastic effect[J]. Journal of Structural Engineering,2014,140(12): 04014091.
|
[19] |
DING J, CHEN X Z. Assessment of methods for extreme value analysis of non-Gaussian wind effects with short-term time history samples[J]. Engineering Structures,2014,80: 75-88.
|
[20] |
KOWN D K, KAREEM A. Peak factors for non-Gaussian load effect revisited[J]. Journal of Structural Engineering,2011,137(12): 1611-1619.
|
[21] |
俞载道, 曹国熬. 随机振动理论及其应用[M]. 上海: 同济大学出版社, 1988.(YU Zaidao, CAO Guoao. Random Vibration Theory and Application [M]. Shanghai: Tongji University Press, 1988.(in Chinese))
|
[22] |
MCCUNE R W, ARMSTRONG C G. Mixed-dimensional coupling in finite element models[J]. International Journal for Numerical Methods in Engineering,2000,49(6): 725-750.
|
[23] |
YU Y, CHAN T H T, SUN Z H, et al. Mixed-dimensional consistent coupling by multi-point constraint equations for efficient multi-scale modeling[J]. Advances in Structural Engineering,2012,15(5): 837-854.
|
[24] |
ARMSTRONG C G, MCCUNE R W, ROBINSON D J. Multi-dimensional analysis modeling[C]// Proceedings of 6th ACME Annual Conference on Computational Mechanics . UK, 1998: 47-50.
|
[25] |
冯志强. 自主CAE平台OmtDesk及计算软件研发新进展[C]//第十届中国CAE工程分析技术年会会议论文集. 贵阳: 中国学术期刊电子出版社, 2014.(FENG Zhiqiang. New development of CAE platform OmtDesk and computational software[C]// 10th China CAE Engineering Analysis Technology Annual Conference . Guiyang: China Academic Journal Electronic Publishing House, 2014.(in Chinese))
|
[26] |
DAMIAN R R, SONG H M, ROBERTSON A N, et al. Assessing the importance of nonlinearities in the development of a substructure model for wind turbine CAE tool FAST[C]//The 32th International Conference on Ocean, Offshore and Arctic Engineering . Nantes, France, 2013.
|
[27] |
WEI K, ARWADE S R, MYERS A T, et al. Toward performance-based evalution for offshore wind turbine jacket support structures[J]. Renewable Energy,2016,97: 709-721.
|