Browse > Article

Evaluation of Effective Stiffness for 3D Beam with Repeated Structure  

Chung, Il-Sup (School of Mechanical Engineering, Yeungnam University)
Publication Information
Abstract
Analysis of structures which are composed of numerous repeated unit structures can be simplified by using homogenized properties. If the unit structure is repeated in one direction, the whole structure may be regarded as a beam. Once the effective stiffness is obtained from the analysis of the unit structure in a proper way, the effort for the detail modeling of the global structure is not required, and the real structure can be replaced simply with a beam. This study proposes a kinematical periodicity constraint to be imposed on the FE model of the unit structure, which improves the accuracy of the effective stiffness. The method is employed to a one dimensionally arrayed 3D structure containing periodically repeated unsymmetrical holes. It is demonstrated that the deformation behavior of the homogenized beam agrees well with that of the real structure.
Keywords
Repeated structure; Homogenization; 3D beam; Effective stiffness; Periodicity constraint; Finite element method;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
1 Chung, I., 'Evaluation of Effective Orthotropic Creep Parameters for Perforated Sheets,' J. of KSPE, Vol. 22, No. 2, pp. 79-88, 2005   과학기술학회마을
2 Chung, I. and Chai, Y. S., 'Evaluation of Elastic and Creep Properties of Perforated Materials by Finite Element Analysis Imposing Periodic Boundary Conditions,' APCFS'04, Jeju, Korea, p. 181, 2004
3 Burgardt, B. and Catraud, P., 'Continuum Modeling of Beamlike Lattice Trusses Using Averaging Methods,' Computers & Structures, Vol. 73, pp. 267-279, 1999   DOI   ScienceOn
4 Anthoine, A., Guedes, J. and Pegon, P., 'Non-linear Behavior of Reinforced Concrete Beams: From 3D Continuum to 1D Member Modeling,' Computers & Structures, Vol. 65, No. 6, pp. 949-963, 1997   DOI   ScienceOn
5 Chung, I., 'Evaluation of In-Plane Effective Properties of Circular-Hole Perforated Sheet,' J. of KSPE, Vol. 21, No. 1, pp. 181-188, 2004
6 Chung, I., 'Evaluation of Effective In-Plane Elastic Properties by Imposing Periodic Displacement Boundary Conditions,' Tran. of KSME A, Vol. 28, No. 12, pp. 1950-1957, 2004   과학기술학회마을   DOI
7 Pala, S. and Ozmen, G., 'Effective Stiffness of Coupling Beams in Structural Walls,' Computers & Structures, Vol. 54, No. 5, pp. 925- 931, 1995   DOI   ScienceOn
8 Meguid, S. A., Kalamkarov, A. L., Yao, J. and Zougas, A., 'Analytical, Numerical and Experimental Studies of Effective Elastic Properties of Periodically Perforated Materials,' J. of Engineering Materials and Technology, Tran. ASME, Vol. 118, No. 1, pp. 43-48, 1996
9 Anthoine, A., 'Derivation of the In-plane Elastic Characteristics of Masonry through Homogenization Theory,' Int. J. Solids Struct., Vol. 32, No. 2, pp. 137-163, 1995   DOI   ScienceOn
10 Chung, I., 'Homogenized Stiffness of Beams with Periodically Repeated Structure,' Tran. of KSME A, submitted