Imperfection insensitive thin cylindrical shells for next generation wind turbine towers

被引:12
作者
Yadav, Kshitij Kumar [1 ]
Gerasimidis, Simos [1 ]
机构
[1] Univ Massachusetts, Dept Civil & Environm Engn, 130 Nat Resources Rd, Amherst, MA 01003 USA
关键词
Structural stability; Imperfection sensitivity; Thin cylindrical shells; Wavy cylinders; Imperfection insensitivity; ULTIMATE BENDING CAPACITY; WELDED STEEL TUBES; BEHAVIOR;
D O I
10.1016/j.jcsr.2020.106228
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Conventionally, wind turbine towers are made of thin steel circular cylindrical shells due to the structural efficiency and the ease of construction. But, thin cylindrical shells are highly sensitive to imperfections, and the presence of even slight imperfections reduces their capacity severely. Imperfections are always present in the cylinders, and thus the design methods have the provisions to accommodate the presence of imperfections. As a result, the current practices for designing wind turbine towers that are made by thin circular cylinders are conservative. These conservative design methods have long been an obstacle for cost effective wind turbines, whose demands have been increased recently due to the widespread awareness of the clean source of wind energy. Wavy wind turbine towers are proposed in this study to avoid these roadblocks towards more efficient tall wind turbine towers. The waviness of the cross-section reduces the slenderness (R/t) of the towers significantly; consequently, the sensitivity of the towers to imperfections is reduced drastically. In addition, the waviness of the cross-sections works as stiffeners which also results to the reduction of imperfection sensitivity. Imperfection sensitivity of wavy cylindrical shells has been evaluated in the past along with highly promising results. However, no attempt has been made to evaluate the effectiveness of the wavy cylinders in a real application. In this study, the sensitivity of the proposed wavy wind turbine towers to imperfections is assessed. It is found that the sensitivity of the wavy towers is exceptionally small compared to that of the circular towers. (c) 2020 Elsevier Ltd. All rights reserved.
引用
收藏
页数:11
相关论文
共 34 条
  • [11] Large-Scale Bending Tests of Slender Tapered Spirally Welded Steel Tubes
    Jay, Angelina
    Myers, Andrew T.
    Mirzaie, Fariborz
    Mahmoud, Abdullah
    Torabian, Shahabeddin
    Smith, Eric
    Schafer, Benjamin W.
    [J]. JOURNAL OF STRUCTURAL ENGINEERING, 2016, 142 (12)
  • [12] Spirally welded steel wind towers: Buckling experiments, analyses, and research needs
    Jay, Angelina
    Myers, Andrew T.
    Torabian, Shahabeddin
    Mahmoud, Abdullah
    Smith, Eric
    Agbayani, Nestor
    Schafer, Ben W.
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2016, 125 : 218 - 226
  • [13] BIFURCATION AND LOCALIZATION INSTABILITIES IN CYLINDRICAL-SHELLS UNDER BENDING .2. PREDICTIONS
    JU, GT
    KYRIAKIDES, S
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1992, 29 (09) : 1143 - &
  • [14] Khatri D., 2010, RENEW ENERGY WORLD N, V2, P3
  • [15] Kyriakides S., 2007, MECH OFFSHORE PIPELI, V1
  • [16] The Geometric Role of Precisely Engineered Imperfections on the Critical Buckling Load of Spherical Elastic Shells
    Lee, Anna
    Jimenez, Francisco Lopez
    Marthelot, Joel
    Hutchinson, John W.
    Reis, Pedro M.
    [J]. JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 2016, 83 (11):
  • [17] Modeling the Flexural Collapse of Thin-Walled Spirally Welded Tapered Tubes
    Mahmoud, Abdullah
    Torabian, Shahabeddin
    Jay, Angelina
    Mirzaie, Fariborz
    Myers, Andrew T.
    Smith, Eric
    Schafer, Benjamin W.
    [J]. JOURNAL OF STRUCTURAL ENGINEERING, 2018, 144 (02)
  • [18] Buckling of thin cylindrical shells under axial compression
    Mandal, P
    Calladine, CR
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2000, 37 (33) : 4509 - 4525
  • [19] Imperfection measurements to predict buckling behavior of slender steel tubes
    Mirzaie, Fariborz
    Myers, Andrew T.
    Jay, Angelina
    Mahmoud, Abdullah
    Torabian, Shahabeddin
    Smith, Eric
    Schafer, Benjamin W.
    [J]. THIN-WALLED STRUCTURES, 2018, 123 : 270 - 281
  • [20] Morgan E., 1960, TECH REP