Analysis of Thick Rectangular Plates with Symmetric Cross-ply Laminates Based on First-order Shear Deformation Theory (Record no. 44864)

MARC details
000 -LEADER
fixed length control field 01887nam a2200229Ia 4500
003 - CONTROL NUMBER IDENTIFIER
control field MX-MdCICY
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250625140635.0
040 ## - CATALOGING SOURCE
Transcribing agency CICY
090 ## - LOCALLY ASSIGNED LC-TYPE CALL NUMBER (OCLC); LOCAL CALL NUMBER (RLIN)
Classification number (OCLC) (R) ; Classification number, CALL (RLIN) (NR) B-10632
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 250602s9999 xx |||||s2 |||| ||und|d
245 10 - TITLE STATEMENT
Title Analysis of Thick Rectangular Plates with Symmetric Cross-ply Laminates Based on First-order Shear Deformation Theory
490 0# - SERIES STATEMENT
Volume/sequential designation Journal of Composite Materials, 42, p.2853-2867, 2008
520 3# - SUMMARY, ETC.
Summary, etc. A new numerical technique, the discrete singular convolution (DSC)method, is developed for static analysis of thick symmetric cross-ply laminated composite plates based on the first-order shear deformation theory of Whitney and Pagano [1]. Regularized Shannon's delta (RSD)kernel and Lagrange delta sequence (LDS)kernel are selected as singular convolution to illustrate the present algorithm. In the proposed approach, the derivatives in both the governing equations and the boundary conditions are discretized by the method of DSC. The bending behaviors of symmetric cross-ply laminated plates for different boundary and load conditions are presented. A comparison of the results with those available in literature has been presented. The results obtained by DSC method were compared with those obtained by the other numerical and analytical methods. It is found that both types of kernels give accurate results of plate deflection, but the regularized Shannon's delta (RSD)kernel give better values of stresses than the Lagrange delta sequence (LDS)kernel.
650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element SYMMETRIC LAMINATED
650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element COMPOSITE PLATES
650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element DISCRETE SINGULAR CONVOLUTION
650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element SHEAR DEFORMATION
650 14 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element STATIC ANALYSIS
700 12 - ADDED ENTRY--PERSONAL NAME
Personal name Civalek, O.
856 40 - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier <a href="https://drive.google.com/file/d/1p8RW-e86-zy7rDYpHmT8qhyS4QJp8I6P/view?usp=drivesdk">https://drive.google.com/file/d/1p8RW-e86-zy7rDYpHmT8qhyS4QJp8I6P/view?usp=drivesdk</a>
Public note Para ver el documento ingresa a Google con tu cuenta: @cicy.edu.mx
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Clasificación local
Koha item type Documentos solicitados
Holdings
Lost status Source of classification or shelving scheme Damaged status Not for loan Collection Home library Current library Shelving location Date acquired Total checkouts Full call number Date last seen Price effective from Koha item type
  Clasificación local     Ref1 CICY CICY Documento préstamo interbibliotecario 25.06.2025   B-10632 25.06.2025 25.06.2025 Documentos solicitados