Application of the dual integrated force method to the analysis of the off-axis three-point flexure test of unidirectional composites

被引:0
作者
Adarraga, I. [1 ]
Romera, J. M. [1 ]
Cantera, M. A. [1 ]
Insausti, N. [1 ]
Mujika, F. [1 ]
机构
[1] Univ Basque Country, Polytech Univ Coll, Mat Technol Grp, Dept Mech Engn, San Sebastian 20018, Spain
关键词
Dual integrated force method; stiffness method; theorems of virtual work; laminate composites; PLATE-BENDING ELEMENT; STRUCTURAL-ANALYSIS; FLEXIBILITY MATRICES; DISPLACEMENT FIELD; EQUILIBRIUM; CONTINUUM; THIN;
D O I
10.1177/0021998315576377
中图分类号
TB33 [复合材料];
学科分类号
摘要
This paper shows the use of the dual integrated force method in the finite element method and its application to unidirectional composite laminates. This method was developed by SN Patnaik for isotropic materials, considering not only the equilibrium equations but also the compatibility conditions. The method is applied to obtain the stiffness matrix of a four-node rectangular plate element. Then, a three-point flexure test of a unidirectional off-axis composite has been analyzed. The results obtained with this method have been compared with those obtained from a previous analytic approach and with those obtained by commercial software of finite element method, which is based on the stiffness method.
引用
收藏
页码:413 / 426
页数:14
相关论文
共 36 条
[1]   The dual integrated force method applied to unidirectional composites [J].
Adarraga, I. ;
Cantera, M. A. ;
Romera, J. M. ;
Insausti, N. ;
Mujika, F. .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2014, 98 (09) :663-677
[2]  
Daniel IM, 2006, Engineering mechanics of composite materials
[3]   Automatic generation of equilibrium and flexibility matrices for plate bending elements using Integrated Force Method [J].
Dhananjaya, H. R. ;
Nagabhushanam, J. ;
Pandey, P. C. .
STRUCTURAL ENGINEERING AND MECHANICS, 2008, 30 (04) :387-402
[4]   Bilinear plate bending element for thin and moderately thick plates using Integrated Force Method [J].
Dhananjaya, H. R. ;
Nagabhushanam, J. ;
Pandey, P. C. .
STRUCTURAL ENGINEERING AND MECHANICS, 2007, 26 (01) :43-68
[5]   New nine-node Lagrangian quadrilateral plate element based on Mindlin-Reissner theory using IFM [J].
Dhananjaya, H. R. ;
Pandey, P. C. ;
Nagabhushanam, J. ;
Ibrahim, Zainah .
STRUCTURAL ENGINEERING AND MECHANICS, 2012, 41 (02) :205-229
[6]  
Dhananjaya HR, 2011, STRUCT ENG MECH, V40, P121
[7]   New twelve node serendipity quadrilateral plate bending element based on Mindlin-Reissner theory using Integrated Force Method [J].
Dhananjaya, H. R. ;
Nagabhushanam, J. ;
Pandey, P. C. ;
Jumaat, Mohd. Zamin .
STRUCTURAL ENGINEERING AND MECHANICS, 2010, 36 (05) :625-642
[8]   New eight node serendipity quadrilateral plate bending element for thin and moderately thick plates using Integrated Force Method [J].
Dhananjaya, H. R. ;
Pandey, P. C. ;
Nagabhushanam, J. .
STRUCTURAL ENGINEERING AND MECHANICS, 2009, 33 (04) :485-502
[9]  
Fung Y.C., 1965, Fundamentals of Solid Mechanics
[10]  
Hoa SY., 1998, Hybrid Finite Element Method for Stress Analysis of Laminated Composites