C0-continuous triangular plate element for laminated composite and sandwich plates using the {2,2} - Refined Zigzag Theory

被引:41
作者
Barut, A. [1 ]
Madenci, E. [1 ]
Tessler, A. [2 ]
机构
[1] Univ Arizona, Dept Aerosp & Mech Engn, Tucson, AZ 85721 USA
[2] NASA, Struct Mech & Concepts Branch, Langley Res Ctr, Hampton, VA 23665 USA
关键词
Sandwich construction; Zigzag functions; Single-layer theory; Finite element; SHEAR-DEFORMATION-THEORY; FLEXURE; STRESS; PANELS;
D O I
10.1016/j.compstruct.2013.07.024
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Most of the existing plate elements assume constant transverse displacement across the thickness resulting in zero transverse stretch deformation. This study presents a new triangular finite element for modeling thick laminates and sandwich panels based on the {2,2}order refined zigzag plate theory. It adopts quadratic through-thickness variation of the in-plane and transverse displacement components. The transverse normal strain is calculated based on the assumption of cubic representation of the transverse normal stress. The zigzag functions are piecewise linear through the thickness. The element consists of 3 corner nodes and 3 mid-side nodes along the edges. Each corner and mid-side node has 11 and 3 degrees of freedom (DOF), respectively. This C-0 ontinuous element is free of geometric locking, and does not require shear correction factors. It provides robust and accurate prediction of all six stress components (in-plane and transverse normal and shear stresses) in the analysis of highly heterogeneous laminates and sandwich plates. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:835 / 853
页数:19
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