DSpace     DSpace
DSpace Log In

Báo - Tạp Chí tham khảo >
Khoa Học Và Công Nghệ >

Please use this identifier to cite or link to this item: http://hdl.handle.net/123456789/8545

Nhan đề: Staic Analysis of Reissner - Mindlin Plates by A Cellbased Smoothed Discrete Shear Gap Method (CS-DSG3) Using Triangular Elements
Tác giả: Phung, Van Phuc
Nguyen, Thoi Trung
Đại học Nguyễn Tất Thành, Đại học Tôn Đức Thắng
Từ khoá: Engineering Physics
Static analysis of Reissner-Mindlin plates
Triangular Elements
Reissner-Mindlin plate
Issue Date: 25-Nov-2011
Trích dẫn: Đại học Bách Khoa Thành Phố Hồ Chí Minh
Tùng thư/Số báo cáo: ;2011
Tóm tắt: The cell-based strain smoothing technique is combined with discrete shear gap method (DSG3) using three-node triangular elements to give a so-called the cell-based smoothed discrete shear gap method (CS-DSG3) for static analysis of Reissner-Mindlin plates. In the process of formulating the CS-DSG3, each triangular element is divided into three sub-triangles, and in each sub-triangle, the stabilized DSG3 is used to compute the strains and to avoid the transverse shear locking. Then the strain smoothing technique on whole the triangular element is used to smooth the strains on these three sub-triangles. The numerical examples demonstrated that the CS-DSG3 is free of shear locking, passes the patch test and achieves the high accuracy compared to others existing elements. Keywords: Reissner-Mindlin plate, shear locking, cell-based smoothed discrete shear gap technique (CS-DSG3), discrete shear gap method (DSG), strain smoothing technique. 1. INTRODUCTION In the past 50 years, many of plate bending elements based on the Mindlin–Reissner
Mô tả: 11 page.
URI: http://hdl.handle.net/123456789/8545
Appears in Collections:Khoa Học Và Công Nghệ

Files in This Item:

File Description SizeFormat
20E7BD~1.PDF412,21 kBAdobe PDFView/Open

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.


DSpace Software Copyright © 2002-2010  Duraspace - Feedback