標題: Stress singularities at angular comers in first-order shear deformation plate theory
作者: Huang, CS
土木工程學系
Department of Civil Engineering
關鍵字: stress singularities;first-order shear deformation plate theory (FSDPT);eigenfunction expansion
公開日期: 1-一月-2003
摘要: The first-known Williams-type singularities caused by homogeneous boundary conditions in the first-order shear deformation plate theory (FSDPT) are thoroughly examined. An eigenfunction expansion method is used to solve the three equilibrium equations in terms of displacement components. Asymptotic solutions for both moment singularity and shear-force singularity are developed. The characteristic equations for moment singularity and shear-force singularity and the corresponding corner functions due to ten different combinations of boundary conditions are explicated in this study. The validity of the present solution is confirmed by comparing with the singularities in the exact solution for free vibrations of Mindlin sector plates with simply supported radial edges, and with the singularities in the three-dimensional elasticity solution for a completely free wedge. The singularity orders of moments and shear forces caused by various boundary conditions are also thoroughly discussed. The singularity orders of moments and shear forces are compared according to FSDPT and classic plate theory. (C) 2003 Elsevier Science Ltd. All rights reserved.
URI: http://dx.doi.org/10.1016/S0020-7403(03)00046-8
http://hdl.handle.net/11536/28193
ISSN: 0020-7403
DOI: 10.1016/S0020-7403(03)00046-8
期刊: INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES
Volume: 45
Issue: 1
起始頁: 1
結束頁: 20
顯示於類別:期刊論文


文件中的檔案:

  1. 000182889600001.pdf

若為 zip 檔案,請下載檔案解壓縮後,用瀏覽器開啟資料夾中的 index.html 瀏覽全文。