A mesh-free method using exponential basis functions for laminates modeled by CLPT, FSDT and TSDT - Part II: Implementation and results

被引：23
|
作者：
Shahbazi, M. [1 ]
Boroomand, B. [1 ]
Soghrati, S. [2 ]
机构：
[1] Isfahan Univ Technol, Dept Civil Engn, Esfahan 8915683111, Iran
[2] Univ Illinois, Dept Civil & Environm Engn, Urbana, IL 61801 USA
来源：
COMPOSITE STRUCTURES | 2011年 / 94卷 / 01期
关键词：
Meshfree; Laminated plate; Classical plate theory; Shear deformation plate theories; Exponential basis function; PLY COMPOSITE;
D O I：
10.1016/j.compstruct.2011.07.014
中图分类号：
O3 [力学];
学科分类号：
08 ; 0801 ;
摘要：
In this part of the paper we give the details of the implementation of the method presented in the first part. Also the solutions of several benchmark plate problems with various geometries are presented to validate the results. It has been observed that the method can perform excellently in a wide range of problems defined for the bending analysis of laminated plates based on various plate theories. For further use, some explicit expressions are given for the exponential basis functions suitable for the solution of symmetric cross-ply laminates. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码：84 / 91
页数：8
相关论文
共 19 条
  • [1] A mesh-free method using exponential basis functions for laminates modeled by CLPT, FSDT and TSDT - Part I: Formulation
    Shahbazi, M.
    Boroomand, B.
    Soghrati, S.
    COMPOSITE STRUCTURES, 2011, 93 (12) : 3112 - 3119
  • [2] On using exponential basis functions for laminates modeled by CLPT, FSDT and TSDT: Further tests and results
    Shahbazi, M.
    Boroomand, B.
    Soghrati, S.
    COMPOSITE STRUCTURES, 2012, 94 (07) : 2263 - 2268
  • [3] Exponential basis functions in solution of problems with fully incompressible materials: A mesh-free method
    Zandi, S. M.
    Boroomand, B.
    Soghrati, S.
    JOURNAL OF COMPUTATIONAL PHYSICS, 2012, 231 (21) : 7255 - 7273
  • [4] Buckling and free vibration analyses of stiffened plates using the FSDT mesh-free method
    Peng, LX
    Liew, KM
    Kitipornchai, S
    JOURNAL OF SOUND AND VIBRATION, 2006, 289 (03) : 421 - 449
  • [5] A collocation mesh-free method based on multiple basis functions
    Mohamed, H. A.
    Bakrey, A. E.
    Ahmed, S. G.
    ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2012, 36 (03) : 446 - 450
  • [6] Bending and free vibration analyses of circular stiffened plates using the FSDT mesh-free method
    Qin, Xia
    Shen, Yajing
    Chen, Wei
    Yang, Jiansheng
    Peng, L. X.
    INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2021, 202
  • [7] Bending and free vibration analyses of circular stiffened plates using the FSDT mesh-free method
    Qin, Xia
    Shen, Yajing
    Chen, Wei
    Yang, Jiansheng
    Peng, L.X.
    International Journal of Mechanical Sciences, 2021, 202-203
  • [8] Using the digamma function for basis functions in mesh-free computational methods
    Wilkins, Bryce D.
    Hromadka, Theodore V., II
    ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2021, 131 : 218 - 227
  • [9] Using the digamma function for basis functions in mesh-free computational methods
    Wilkins, Bryce D.
    Hromadka, Theodore V.
    Engineering Analysis with Boundary Elements, 2021, 131 : 218 - 227
  • [10] Nonlinear analysis of laminated composite plates using the mesh-free kp-Ritz method based on FSDT
    Liew, KM
    Wang, J
    Tan, MJ
    Rajendran, S
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2004, 193 (45-47) : 4763 - 4779
12