KSME International Journal

, Volume 16, Issue 10, pp 1201–1210

A coupled finite element analysis of independently modeled substructures by penalty frame method

Article

DOI: 10.1007/BF02983826

Cite this article as:
Cho, M. & Kim, W.B. KSME International Journal (2002) 16: 1201. doi:10.1007/BF02983826

Abstract

A penalty frame method is proposed for the coupled analysis of finite elements with independently modeled substructures. Although previously reported hybrid interface method by Aminpour et al (IJNME, Vol 38, 1995) is accurate and reliable, it requires non-conventional special solution algorithm such as multifrontal solver. In present study, an alternative method has been developed using penalty frame constraints, which results in positive symmetric global stiffness matrices. Thus the conventional skyline solver or band solver can be utilized in the solution routine, which makes the present method applicable in the environment of conventional finite element commercial software. Numerical examples show applicability of the present method.

Key Words

Penalty Frame Method Substructure Domain Coupled Analysis Finite Element 

Copyright information

© The Korean Society of Mechanical Engineers (KSME) 2002

Authors and Affiliations

  1. 1.School of Mechanical and Aerospace EngineeringSeoul National UniversitySeoulKorea
  2. 2.Department of Aerospace EngineeringInha UniversityInchonKorea