Efficient equilibrium-based stress recovery for isogeometric laminated Euler-Bernoulli curved beams

被引:0
|
作者
Patton, Alessia [1 ]
Faroughi, Shirko [2 ]
Reali, Alessandro [3 ]
机构
[1] Univ Bundeswehr Munchen, Dept Civil Engn & Environm Sci, Werner Heisenberg Weg 39, D-85577 Neubiberg, Germany
[2] Urmia Univ Technol, Dept Mech Engn, Orumiyeh, Iran
[3] Univ Pavia, Dept Civil Engn & Architecture, Via Ferrata 3, I-27100 Pavia, Italy
关键词
Laminated composite structures; Curved Euler-Bernoulli beams; Stress-recovery; Equilibrium; Isogeometric analysis; Collocation methods; INTERLAMINAR NORMAL STRESS; SHEAR-DEFORMABLE BEAMS; COMPOSITE BEAMS; 3-DIMENSIONAL BEAMS; FINITE-ELEMENTS; COLLOCATION; NURBS; PLATES; VIBRATION; FORMULATION;
D O I
10.1016/j.compstruct.2024.118374
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Laminated curved composite parts, used, e.g., in the spar and ribs in aircraft and wind turbine blades, are typically subjected to high interlaminar stresses. This work focuses on a two-step procedure to study laminated Euler-Bernoulli curved beams discretized via Isogeometric Analysis (IGA). First, we solve a (planar) Euler- Bernoulli curved beam formulation in primal form to obtain the tangential and transverse displacements. This formulation features high-order PDEs, which we can straightforwardly approximate using either an IGAGalerkin or an IGA-collocation approach. Starting from the obtained displacement solution, which accounts for bending-stretching coupling, we can directly compute the normal stress only, while we do not have information concerning the transverse shear stress state, typically responsible for delamination. However, by imposing equilibrium in strong form in a curvilinear framework which eases the post-processing, eliminating the need for coordinate changes, we can easily recover interlaminar transverse shear stresses at locations of interest. Such a posteriori step requires calculating the high-order displacement derivatives in the equilibrium equations and, therefore, demands once again higher-order regularity that can be easily fulfilled by exploiting the high- continuity properties of IGA. Extensive numerical tests prove the effectiveness of the proposed approach, which is also aided by the IGA's superior geometric approximation.
引用
收藏
页数:15
相关论文
共 50 条
  • [1] Efficient equilibrium-based stress recovery for isogeometric laminated curved structures
    Patton, Alessia
    Antolin, Pablo
    Kiendl, Josef
    Reali, Alessandro
    COMPOSITE STRUCTURES, 2021, 272 (272)
  • [2] Accurate equilibrium-based interlaminar stress recovery for isogeometric laminated composite Kirchhoff plates
    Patton, Alessia
    Antolin, Pablo
    Dufour, John-Eric
    Kiendl, Josef
    Reali, Alessandro
    COMPOSITE STRUCTURES, 2021, 256
  • [3] Geometrically nonlinear multi-patch isogeometric analysis of planar curved Euler-Bernoulli beams
    Vo, Duy
    Nanakorn, Pruettha
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2020, 366
  • [4] Isogeometric Free Vibration Analysis of Curved Euler-Bernoulli Beams with Particular Emphasis on Accuracy Study
    Sun, Zhuangjing
    Wang, Dongdong
    Li, Xiwei
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2021, 21 (01)
  • [5] Stress-based finite element method for Euler-Bernoulli beams
    Kuo, YL
    Cleghorn, WL
    Behdinan, K
    TRANSACTIONS OF THE CANADIAN SOCIETY FOR MECHANICAL ENGINEERING, 2006, 30 (01) : 1 - 6
  • [6] Dynamic multi-patch isogeometric analysis of planar Euler-Bernoulli beams
    Vo, Duy
    Borkovic, Aleksandar
    Nanakorn, Pruettha
    Tinh Quoc Bui
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2020, 372 (372)
  • [7] Dynamic equilibrium equations of linear piezoelectric Euler-Bernoulli beams
    Ecsedi, Istvan
    MECHANICS RESEARCH COMMUNICATIONS, 2009, 36 (02) : 175 - 182
  • [8] Fast and accurate elastic analysis of laminated composite plates via isogeometric collocation and an equilibrium-based stress recovery approach
    Patton, Alessia
    Dufour, John-Eric
    Antolin, Pablo
    Reali, Alessandro
    COMPOSITE STRUCTURES, 2019, 225
  • [9] Peridynamic formulations for planar arbitrarily curved beams with Euler-Bernoulli beam model
    Aung, Zwe Yan
    Vo, Duy
    Suttakul, Pana
    Atroshchenko, Elena
    Bui, Tinh Quoc
    Rungamornrat, Jaroon
    THIN-WALLED STRUCTURES, 2024, 204
  • [10] An investigation of modified couple stress theory in buckling analysis of micro composite laminated Euler-Bernoulli and Timoshenko beams
    Abadi, M. Mohammad
    Daneshmehr, A. R.
    INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE, 2014, 75 : 40 - 53