Volume 45 Issue 7
Jul.  2024
Turn off MathJax
Article Contents
LI Wenwu, WANG Wei. Natural Vibration Frequencies of Laminated Composite Beams Based on the Scaled Boundary Finite Element Method[J]. Applied Mathematics and Mechanics, 2024, 45(7): 936-948. doi: 10.21656/1000-0887.440208
Citation: LI Wenwu, WANG Wei. Natural Vibration Frequencies of Laminated Composite Beams Based on the Scaled Boundary Finite Element Method[J]. Applied Mathematics and Mechanics, 2024, 45(7): 936-948. doi: 10.21656/1000-0887.440208

Natural Vibration Frequencies of Laminated Composite Beams Based on the Scaled Boundary Finite Element Method

doi: 10.21656/1000-0887.440208
  • Received Date: 2023-07-10
  • Rev Recd Date: 2024-03-04
  • Publish Date: 2024-07-01
  • The scaled boundary finite element method (SBFEM) was extended to calculate the natural frequencies of laminated composite beams. With this method, the beam was simplified as a 1D model. Only the displacement components along the x and z directions were selected as the fundamental unknowns. Based on the fundamental equations of elasticity and the scaled boundary coordinates, under the principle of virtual work and with the dual vector technique, the 1st-order ordinary differential scaled boundary finite element dynamic equation for composite beams was obtained, with its general solution in the form of the analytical matrix exponential function. The Padé expansion was utilized to solve the matrix exponential function and the dynamic stiffness matrix for each beam layer was acquired. According to the principle of matching degrees of freedom, the global stiffness and mass matrices of the laminated beam were gained. The eigenvalue equation was solved to give the natural vibration frequencies of the laminated composite beam. The results show that, the proposed method is widely applicable without limitation on the layer number and boundary conditions. Comparisons between the numerical natural frequencies and the experiment results of 3-, 4- and 10-layered step-shaped cantilever beams, validate the accuracy, high efficiency and fast convergence of the SBFEM.
  • loading
  • [1]
    SAYYAD A S, GHUGAL Y M. Bending, buckling and free vibration of laminated composite and sandwich beams: a critical review of literature[J]. Composite Structures, 2017, 171: 486-504. doi: 10.1016/j.compstruct.2017.03.053
    [2]
    杨坤, 张玮, 杜度. 复合材料夹层结构动力学特性研究进展[J]. 玻璃钢/复合材料, 2019, 9: 110-118. https://www.cnki.com.cn/Article/CJFDTOTAL-BLGF201909020.htm

    YANG Kun, ZHANG Wei, DU Du. The research progress of dynamic characteristics of the composite sandwich structure[J]. Fibre Reinforced Plastics/Composites, 2019, 9: 110-118. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BLGF201909020.htm
    [3]
    宋丽红, 陈殿云, 张传敏. 层合梁自由振动的微分求积分析[J]. 河南科技大学学报(自然科学版), 2005, 26 (2): 89-92. https://www.cnki.com.cn/Article/CJFDTOTAL-LYGX200502025.htm

    SONG Lihong, CHEN Dianyun, ZHANG Chuanmin. Free vibration analysis of laminated beam by differential quadrature[J]. Journal of Henan University of Science and Technology (Natural Science), 2005, 26 (2): 89-92. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-LYGX200502025.htm
    [4]
    贺丹, 杨万里. 基于广义变分原理和锯齿理论的高精度层合梁模型[J]. 宇航总体技术, 2017, 1 (2): 26-32. https://www.cnki.com.cn/Article/CJFDTOTAL-YHZJ201702005.htm

    HE Dan, YANG Wanli. A high-accuracy composite laminated beam model based on generalized variational principle and Zigzag theory[J]. Astronautical Systems Engineering Technology, 2017, 1 (2): 26-32. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YHZJ201702005.htm
    [5]
    惠维维, 韩宾, 张钱城, 等. 基于一种简化剪切变形理论的层合梁自由振动分析[J]. 应用力学学报, 2017, 34 (6): 1067-1071. https://www.cnki.com.cn/Article/CJFDTOTAL-YYLX201706010.htm

    HUI Weiwei, HAN Bin, ZHANG Qiancheng, et al. Free vibration analysis of laminated composite beams based on a simplified shear deformation theory[J]. Chinese Journal of Applied Mechanics, 2017, 34 (6): 1067-1071. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YYLX201706010.htm
    [6]
    NGUYEN T K, NGUYEN N D, VO T P, et al. Trigonometric-series solution for analysis of laminated composite beams[J]. Composite Structures, 2017, 160: 142-151. doi: 10.1016/j.compstruct.2016.10.033
    [7]
    KAPURIA S, DUMIR P C, JAIN N K. Assessment of zigzag theory for static loading, buckling, free and forced response of composite and sandwich beams[J]. Composite Structures, 2004, 64 (3/4): 317-327.
    [8]
    杨胜奇, 张永存, 刘书田. 一种准确预测层合梁结构层间剪应力的新锯齿理论[J]. 航空学报, 2019, 40 (11): 223028.

    YANG Shengqi, ZHANG Yongcun, LIU Shutian. A new zig-zag theory for accurately predicting interlaminar shear stress of laminated beam structures[J]. Acta Aeronautica et Astronautica Sinica, 2019, 40 (11): 223028. (in Chinese)
    [9]
    陈玲俐, 赵晓昱, 张鑫, 等. 复合材料简支梁的模态分析[J]. 农业装备与车辆工程, 2020, 58 (4): 128-130. https://www.cnki.com.cn/Article/CJFDTOTAL-SDLG202004030.htm

    CHEN Lingli, ZHAO Xiaoyu, ZHANG Xin, et al. Modal analysis of composite simply supported beam[J]. Agricultural Equipment & Vehicle Engineering, 2020, 58 (4): 128-130. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SDLG202004030.htm
    [10]
    GARG A, CHALAK H D. Novel higher-order zigzag theory for analysis of laminated sandwich beams[J]. Proceedings of the Institution of Mechanical Engineers (Part L): Journal of Materials: Design and Applications, 2021, 235 (1): 176-194. doi: 10.1177/1464420720957045
    [11]
    鲍四元, 周静, 陆健炜. 任意弹性边界的多段梁自由振动研究[J]. 应用数学和力学, 2020, 41 (9): 985-993. doi: 10.21656/1000-0887.410045

    BAO Siyuan, ZHOU Jing, LU Jianwei. Free vibration of multi-segment beams with arbitrary boundary conditions[J]. Applied Mathematics and Mechanics, 2020, 41 (9): 985-993. (in Chinese) doi: 10.21656/1000-0887.410045
    [12]
    李智超, 郝育新. 微分求积法求解悬臂L梁固有振动特性研究[J]. 应用数学和力学, 2023, 44 (5): 525-534. doi: 10.21656/1000-0887.430382

    LI Zhichao, HAO Yuxin. Study on natural vibration characteristics of L-shaped cantilever beams with the differential quadrature method[J]. Applied Mathematics and Mechanics, 2023, 44 (5): 525-534. (in Chinese) doi: 10.21656/1000-0887.430382
    [13]
    赵翔, 孟诗瑶. 基于Green函数分析Euler-Bernoulli双曲梁系统的受迫振动[J]. 应用数学和力学, 2023, 44 (2): 168-177. 10.21656/1000-0887.430298

    ZHAO Xiang, MENG Shiyao. Forced vibration analysis of Euler-Bernoulli double-beam systems by means of Green's functions[J]. Applied Mathematics and Mechanics, 2023, 44 (2): 168-177. (in Chinese) 10.21656/1000-0887.430298
    [14]
    韩泽军, 林皋. 三维层状地基动力刚度矩阵连分式算法[J]. 大连理工大学学报, 2012, 52 (6): 862-869. https://www.cnki.com.cn/Article/CJFDTOTAL-DLLG201206016.htm

    HAN Zejun, LIN Gao. A continued-fraction algorithm for dynamic stiffness matrix of foundation located or embedded in three-dimensional layered subgrade[J]. Journal of Dalian University of Technology, 2012, 52 (6): 862-869. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DLLG201206016.htm
    [15]
    韩泽军, 林皋, 钟红. 改进的比例边界有限元法求解层状地基动力刚度矩阵[J]. 水电能源科学, 2012, 30 (7): 100-104. https://www.cnki.com.cn/Article/CJFDTOTAL-SDNY201207029.htm

    HAN Zejun, LIN Gao, ZHONG Hong. Modified scaled boundary finite element solution for dynamic stiffness matrix of laminar foundation[J]. Water Resources and Power, 2012, 30 (7): 100-104. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SDNY201207029.htm
    [16]
    张海廷, 杨林青, 郭芳. 基于SBFEM的层状地基埋置管道动力响应求解与分析[J]. 岩土力学, 2019, 40 (7): 2713-2722. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201907025.htm

    ZHANG Haiting, YANG Linqing, GUO Fang. Solution and analysis of dynamic response for rigid pipe in multi-layered soil based on SBFEM[J]. Rock and Soil Mechanics, 2019, 40 (7): 2713-2722. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201907025.htm
    [17]
    MAN H, SONG C, GAO W, et al. A unified 3D-based technique for plate bending analysis using scaled boundary finite element method[J]. International Journal for Numerical Methods in Engineering, 2012, 91 (5): 491-515. doi: 10.1002/nme.4280
    [18]
    MAN H, SONG C, XIANG T, et al. High-order plate bending analysis based on the scaled boundary finite element method[J]. International Journal for Numerical Methods in Engineering, 2013, 95 (4): 331-360. doi: 10.1002/nme.4519
    [19]
    林皋, 张鹏冲. 板结构计算模型的新发展[J]. 计算力学学报, 2019, 36 (4): 429-440. https://www.cnki.com.cn/Article/CJFDTOTAL-JSJG201904001.htm

    LIN Gao, ZHANG Pengchong. New development of the computational model for the analysis of laminated plate structures[J]. Chinese Journal of Computational Mechanics, 2019, 36 (4): 429-440. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JSJG201904001.htm
    [20]
    何宜谦, 王霄腾, 祝雪峰, 等. 求解粘弹性问题的时域自适应等几何比例边界有限元法[J]. 工程力学, 2020, 37 (2): 23-33. https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX202002005.htm

    HE Yiqian, WANG Xiaoteng, ZHU Xuefeng, et al. A temporally piecewise adaptive isogeometric SBFEM for viscoelastic problems[J]. Engineering Mechanics, 2020, 37 (2): 23-33. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCLX202002005.htm
    [21]
    钟红, 贺帅, 李红军. 基于比例边界有限元的温度断裂研究[J]. 水电与抽水蓄能, 2017, 3 (3): 66-70. https://www.cnki.com.cn/Article/CJFDTOTAL-DBGC201703014.htm

    ZHONG Hong, HE Shuai, LI Hongjun. Thermal fracture analysis based on the polygon scaled boundary finite element method[J]. Hydropwer and Pumped Storage, 2017, 3 (3): 66-70. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DBGC201703014.htm
    [22]
    SUN X, ZHANG P C, QIAO H, et al. High-order free vibration analysis of elastic plates with multiple cutouts[J]. Archive of Applied Mechanics, 2021, 91: 1837-1858. doi: 10.1007/s00419-020-01857-2
    [23]
    ZHANG P C, QI C Z, FANG H Y, et al. Bending and free vibration analysis of laminated piezoelectric composite plates[J]. Structural Engineering and Mechanics, 2020, 75 (6): 747-769.
    [24]
    ZHANG P C, QI C Z, FANG H Y, et al. Semi-analytical analysis of static and dynamic responses for laminated magneto-electro-elastic plates[J]. Composite Structures, 2019, 222: 110933. doi: 10.1016/j.compstruct.2019.110933
    [25]
    XIANG T S, NATARAJAN S, MAN H, et al. Free vibration and mechanical buckling of plates with in-plane material inhomogeneity: a three dimensional consistent approach[J]. Composite Structures, 2014, 118: 634-642. doi: 10.1016/j.compstruct.2014.07.043
    [26]
    LI J H, SHI Z Y, NING S W. A two-dimensional consistent approach for static and dynamic analyses of uniform beams[J]. Engineering Analysis With Boundary Elements, 2017, 82: 1-16. doi: 10.1016/j.enganabound.2017.05.009
    [27]
    LI J H, SHI Z Y, LIU L. A scaled boundary finite element method for static and dynamic analyses of cylindrical shells[J]. Engineering Analysis With Boundary Elements, 2019, 98: 217-231. doi: 10.1016/j.enganabound.2018.10.024
    [28]
    KANT T, SWAMINATHAN K. Analytical solutions for the static analysis of laminated composite and sandwich plates based on a higher order refined theory[J]. Composite Structures, 2002, 56 (4): 329-344. doi: 10.1016/S0263-8223(02)00017-X
    [29]
    KHDEIR A A, REDDY J N. Free vibration of cross-ply laminated beams with arbitrary boundary conditions[J]. International Journal of Engineering Science, 1994, 32 (12): 1971-1980. doi: 10.1016/0020-7225(94)90093-0
    [30]
    谢瑾荣, 周翠英, 程晔, 等. 一种求解多阶梯悬臂梁自由振动问题的新方法与实验验证[J]. 工程抗震与加固改造, 2012, 34 (4): 52-55. https://www.cnki.com.cn/Article/CJFDTOTAL-GCKZ201204010.htm

    XIE Jinrong, ZHOU Cuiying, CHENG Ye, et al. A new method for solving free vibration of cantilever beam with multiple steps and its experimental validation[J]. Earthquake Resistant Engineering and Retrofitting, 2012, 34 (4): 52-55. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GCKZ201204010.htm
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(11)  / Tables(5)

    Article Metrics

    Article views (257) PDF downloads(33) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return