Natural frequencies of shear deformable porous orthotropic laminated doubly-curved shallow shells with non-uniformly distributed porosity using higher-order shear deformation theory

被引:0
|
作者
Turan, Ferruh [1 ]
Zeren, Ertugrul [1 ]
Karadeniz, Muhammed [1 ]
Hoang, Vu Ngoc Viet [2 ]
机构
[1] Ondokuz Mayis Univ, Fac Engn, Samsun, Turkiye
[2] Bach Khoa Phu Tho Technol Co Ltd, Ho Chi Minh City, Vietnam
关键词
Porosity; Doubly-curved shell; Orthotropy; Laminated shell; Vibration; Shear deformation theory; FREE-VIBRATION; PLATES; RESPONSES; BEHAVIOR; PANELS;
D O I
10.1016/j.tws.2025.112951
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Porous materials, characterized by a network of voids, offer unique functional properties such as reduced density, high stiffness-to-weight and strength-to-weight ratios, and resistance to mechanical and thermal shocks. Despite their advantages, there is a lack of study on the free vibration behavior of porous laminated doubly-curved shallow shells. This study investigates the natural frequencies of porous orthotropic laminated doubly-curved shallow shells with different porosity distribution patterns. Porosity-dependent material properties are graded in the thickness direction using special cosine and sine functions. The equations of motion are established using Hamilton's principle based on the higher-order shear deformation theory and solved by Galerkin's method and an auxiliary function of simply supported boundary conditions to achieve natural frequency formulation. The formulation is confirmed by comparing the results with those in the existing literature, and an excellent agreement is observed. A parametric study is employed to analyze the effect of porosity coefficients, porosity distribution patterns, orthotropy, lamination sequences and orientations, shallow shell types, and geometrical characteristics on the natural frequencies of porous orthotropic laminated doubly-curved shallow shells. The results reveal that porosity distribution significantly influences dynamic behavior. Uniform porosity distribution (UDP) exhibits consistent effects across parameters, while non-uniform distributions (NUDP1, NUDP2, NUDP3) induce complex, often wavy variation, particularly in hyperbolic paraboloidal shells (HPS). Spherical shells (SS) consistently show higher natural fundamental frequencies (NFNFs) compared to HPS, with this difference becoming more pronounced with increasing aspect ratios and diminishing orthotropy ratios. Unexpectedly, single-layered configurations in HPS sometimes exhibit higher N-FNFs than multi-layered ones, a contrast to the behavior observed in SS. Orientation angles also play a critical role, with certain ranges leading to wavy variations in N-FNFs, particularly under non-uniform porosity distributions. These findings highlight the intricate interplay between porosity, lamination, geometry, and orthotropy, offering valuable insights for optimizing porous material design in advanced engineering structures.
引用
收藏
页数:28
相关论文
共 50 条
  • [21] Static and dynamic analysis of laminated composite and sandwich plates and shells by using a new higher-order shear deformation theory
    Mantari, J. L.
    Oktem, A. S.
    Guedes Soares, C.
    COMPOSITE STRUCTURES, 2011, 94 (01) : 37 - 49
  • [23] Response sensitivity analysis of laminated composite shells based on higher-order shear deformation theory
    Sandipan Nath Thakur
    Chaitali Ray
    Subrata Chakraborty
    Archive of Applied Mechanics, 2018, 88 : 1429 - 1459
  • [24] Thermal effects on nonlinear vibrations of functionally graded doubly curved shells using higher order shear deformation theory
    Alijani, F.
    Amabili, M.
    Bakhtiari-Nejad, F.
    COMPOSITE STRUCTURES, 2011, 93 (10) : 2541 - 2553
  • [25] Nonlinear analysis of cylindrical sandwich shells with porous core and CNT reinforced face-sheets by higher-order thickness and shear deformation theory
    Yadav, Amit
    Amabili, Marco
    Panda, S. K.
    Dey, Tanish
    EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2021, 90
  • [26] Free vibration response of functionally graded Porous plates using a higher-order Shear and normal deformation theory
    Bennai, Riadh
    Atmane, Hassen Ait
    Ayache, Belqassim
    Tounsi, Abdelouahed
    Bedia, E. A. Adda
    Al-Osta, Mohammed A.
    EARTHQUAKES AND STRUCTURES, 2019, 16 (05) : 547 - 561
  • [27] Calculation of interlaminar shear stresses in laminated shallow shell panel using refined higher order shear deformation theory
    Khandelwal, Ravi Prakash
    Chakrabarti, Anupam
    COMPOSITE STRUCTURES, 2015, 124 : 272 - 282
  • [28] Vibration analyses of laminated composite beams using refined higher-order shear deformation theory
    Li, Jun
    Huo, Qiji
    Li, Xiaobin
    Kong, Xiangshao
    Wu, Weiguo
    INTERNATIONAL JOURNAL OF MECHANICS AND MATERIALS IN DESIGN, 2014, 10 (01) : 43 - 52
  • [29] Vibration analyses of laminated composite beams using refined higher-order shear deformation theory
    Jun Li
    Qiji Huo
    Xiaobin Li
    Xiangshao Kong
    Weiguo Wu
    International Journal of Mechanics and Materials in Design, 2014, 10 : 43 - 52
  • [30] Conical-Shaped Shells of Non-Uniform Thickness Vibration Analysis Using Higher-Order Shear Deformation Theory
    Javed, Saira
    SYMMETRY-BASEL, 2024, 16 (05):