Implicit/explicit elastodynamics of isotropic and anisotropic plates and shells using a solid-like shell element

被引:8
作者
Ahmed, A. [1 ,2 ]
Sluys, L. J. [1 ]
机构
[1] Delft Univ Technol, Fac Civil Engn & Geosci, Delft, Netherlands
[2] NWFP Univ Engn & Technol, Dept Civil Engn, Peshawar, Pakistan
关键词
Solid-like shell element; Dynamic analysis; Laminated composites; DYNAMIC TRANSIENT ANALYSIS; NONLINEAR DYNAMICS; COMPOSITE; FREEDOM;
D O I
10.1016/j.euromechsol.2013.09.009
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This paper presents a full three-dimensional solid-like shell element for dynamic analysis of isotropic, orthotropic and anisotropic laminated composites. The dynamic variational formulation is based on a degenerated-shell concept which uses a compatible displacement field varying quadratically in the through-the-thickness direction in order to overcome Poisson-thickness locking. Mass discretization schemes for implicit and explicit dynamic analysis are presented. A selective mass scaling scheme is proposed for explicit analysis to avoid the use of extremely small time steps needed to resolve high element eigenfrequencies, introduced by the presence of internal degrees of freedom and a small thickness of the element. It is further explained, that a mid-surface and plane-stress constitutive law assumption lead to inaccurate results compared to realistic cases where the Neumann and Dirichlet boundary conditions are applied at the surface of the plates and shells. (C) 2013 Elsevier Masson SAS. All rights reserved.
引用
收藏
页码:118 / 132
页数:15
相关论文
共 35 条
[1]  
Ahmad S., 1970, Int J Numer Methods Eng, V2, P419, DOI [DOI 10.1002/NME.1620020310, 10.1002/nme.1620020310]
[2]   A three-dimensional progressive failure model for laminated composite plates subjected to transverse loading [J].
Ahmed, A. ;
Sluys, L. J. .
ENGINEERING FRACTURE MECHANICS, 2013, 114 :69-91
[3]   A geometrically nonlinear discontinuous solid-like shell element (DSLS) for thin shell structures [J].
Ahmed, A. ;
van der Meer, F. P. ;
Sluys, L. J. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2012, 201 :191-207
[5]  
Bathe K.-J., 1975, International Journal for Numerical Methods in Engineering, V9, P353, DOI 10.1002/nme.1620090207
[6]   EXPLICIT ALGORITHMS FOR THE NONLINEAR DYNAMICS OF SHELLS [J].
BELYTSCHKO, T ;
LIN, JI ;
TSAY, CS .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1984, 42 (02) :225-251
[7]  
Bischoff M, 1997, INT J NUMER METH ENG, V40, P4427, DOI 10.1002/(SICI)1097-0207(19971215)40:23<4427::AID-NME268>3.0.CO
[8]  
2-9
[9]  
Chia C.Y., 1980, Nonlinear Analysis of Plates, V1st
[10]   FINITE-ELEMENT PROCEDURE FOR MODELING FIBER METAL LAMINATES [J].
HASHAGEN, F ;
SCHELLEKENS, JCJ ;
DEBORST, R ;
PARISCH, H .
COMPOSITE STRUCTURES, 1995, 32 (1-4) :255-264