Global buckling and wrinkling of variable angle tow composite sandwich plates by a modified extended high-order sandwich plate theory

被引:12
作者
Chen, Xiaodong [1 ]
Nie, Guojun [2 ]
Wu, Zhangming [3 ,4 ]
机构
[1] Henan Univ Urban Construct, Sch Civil & Transportat Engn, Pingdingshan 467000, Peoples R China
[2] Tongji Univ, Sch Aerosp Engn & Appl Mech, Shanghai 200092, Peoples R China
[3] Ningbo Univ, Sch Mech Engn & Mech, Ningbo 315211, Peoples R China
[4] Cardiff Univ, Cardifff Sch Engn, Cardiff CF24 3AA, Wales
基金
中国国家自然科学基金;
关键词
Globalbuckling; Wrinkling; Variableangletow; Sandwichplate; EHSAPT; Rayleigh-Ritzmethod; POSTBUCKLING ANALYSIS; INSTABILITY PHENOMENA; EFFICIENT APPROACH; FINITE-ELEMENT; PANELS; OPTIMIZATION; BEAMS; STABILITY; VIBRATION; BEHAVIOR;
D O I
10.1016/j.compstruct.2022.115639
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The advanced Automated Fibre Placement (AFP) manufacturing technologies make the synthesis of Variable Angle Tow (VAT) composites, which enable the design of lightweight sandwich structures to possess variable stiffness facesheets. However, both global and local instability phenomena of VAT sandwich plates under in -plane compressive loads are rarely explored till now. The objective of this article is to fill this gap by developing a Rayleigh-Ritz procedure based on a modified extended high-order sandwich plate theory (EHSAPT). The original two-dimensional EHSAPT proposed by Phan et al. (2012) is extended to a three-dimensional case with a minor modification that the first-order shear deformation theory instead of the classical Kirchhoff-Love hypothesis is adopted for each facesheet, which brings several merits such as the conciseness in derivation process and the easiness in program implementation. The Rayleigh-Ritz approach combined with the principle of minimum potential energy is employed to derive the eigenvalue equation that governs the instability problem of VAT sandwich plates under in-plane compressive loads. Both global buckling and wrinkling patterns of VAT sandwich plates can be captured under this proposed analytical model framework. Before instability analysis, the nonuniform prebuckling stresses over the entire sandwich plate are determined under the assumption of membrane prebuckling state. The usage of Lagrange multiplier method in the prebuckling regime removes the restrictions inherent in conventional Rayleigh-Ritz formulation and thus provides a general way to model in-plane boundary conditions. The accuracy and effectiveness of the developed Rayleigh-Ritz procedure are validated by comparing with previously published results and FE solutions given by ABAQUS. Effects of core thickness, core orthotropy, and fibre orientation angle of the facesheets on the instability behaviour of VAT sandwich plates are investigated. Finally, the mechanism of steering the fibre trajectory over the facesheets to improve the buckling resistance for the sandwich plate is studied and discussed.
引用
收藏
页数:17
相关论文
共 64 条
  • [1] Allen HG, 1969, ANAL DESIGN STRUCTUR, V1st
  • [2] Buckling analysis of functionally graded plates using HSDT in conjunction with the stress function method
    Bakoura, Ahmed
    Bourada, Fouad
    Bousahla, Abdelmoumen Anis
    Tounsi, Abdeldjebbar
    Benrahou, Kouider Halim
    Tounsi, Abdelouahed
    Al-Zahrani, Mesfer Mohammad
    Mahmoud, S. R.
    [J]. COMPUTERS AND CONCRETE, 2021, 27 (01) : 73 - 83
  • [3] Stability and finite strain of homogenized structures soft in shear: Sandwich or fiber composites, and layered bodies
    Bazant, ZP
    Beghini, A
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2006, 43 (06) : 1571 - 1593
  • [4] Review of current trends in research and applications of sandwich structures
    Birman, Victor
    Kardomateas, George A.
    [J]. COMPOSITES PART B-ENGINEERING, 2018, 142 : 221 - 240
  • [5] Carlsson LA, 2011, SOLID MECH APPL, V121, P1, DOI 10.1007/978-1-4020-3225-7
  • [6] A Survey With Numerical Assessment of Classical and Refined Theories for the Analysis of Sandwich Plates
    Carrera, E.
    Brischetto, S.
    [J]. APPLIED MECHANICS REVIEWS, 2009, 62 (01) : 1 - 17
  • [7] Theories and finite elements for multilayered, anisotropic, composite plates and shells
    Carrera, E
    [J]. ARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING, 2002, 9 (02) : 87 - 140
  • [8] Thermal postbuckling analysis of variable angle tow composite cylindrical panels
    Chen, Xiaodong
    Nie, Guojun
    Yang, Xuefei
    [J]. JOURNAL OF THERMAL STRESSES, 2021, 44 (07) : 850 - 882
  • [9] Application of Rayleigh-Ritz formulation to thermomechanical buckling of variable angle tow composite plates with general in-plane boundary constraint
    Chen, Xiaodong
    Nie, Guojun
    Wu, Zhangming
    [J]. INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2020, 187
  • [10] Prebuckling and buckling analysis of moderately thick variable angle tow composite plates considering the extension-shear coupling
    Chen, Xiaodong
    Nie, Guojun
    [J]. COMPOSITE STRUCTURES, 2020, 242 (242)