NUMERICAL RESULTS QUALITY IN DEPENDENCE ON ABAQUS PLANE STRESS ELEMENTS TYPE IN BIG DISPLACEMENTS COMPRESSION TEST

Bartosz KAWECKI

b.kawecki@pollub.pl
* Lublin University of Technology, Faculty of Civil Engineering and Architecture, Department of Structural Mechanics, Nadbystrzycka 40, 20-618 Lublin (Poland)

Jerzy PODGÓRSKI


Lublin University of Technology, Faculty of Civil Engineering and Architecture, Department of Structural Mechanics, Nadbystrzycka 40, 20-618 Lublin, (Poland)

Abstract

The paper presents a brief description of the Abaqus Simulia plane stress quadrilateral elements (CPS4R, CPS4I, CPS4, CPS8R, CPS8). Comparison of the results quality obtained using each of them was done. There was considered two dimensional big displacements compression test for a highly orthotropic material. Simulations were performed for the compression in two perpendicular directions.


Keywords:

Abaqus Finite Elements, Plane Stress, Orthotropic Material

Abaqus/CAE V6.14 User's Manual.
  Google Scholar

Armstrong, C. G. (1994). Modelling requirements for finite-element analysis. Computer-Aided Design, 26, 573–578. https://doi.org/10.1016/0010-4485(94)90088-4
DOI: https://doi.org/10.1016/0010-4485(94)90088-4   Google Scholar

Barlow, J. (1989). More on optimal stress points – reduced integration, element distortions and error estimation. International Journal of Numerical Methods in Engineering, 28, 1487–1504. https://doi.org/10.1002/nme.1620280703
DOI: https://doi.org/10.1002/nme.1620280703   Google Scholar

Bathe, K. J. (2014). Finite Element Procedures. Second Edition, 341–389.
  Google Scholar

Cook, R. D., Malkus, D. S., Plesha, M. E., & Witt R. J. (2002). Concepts and Applications of FEA, 4th ed. (98–102). John Wiley&Sons, Inc.
  Google Scholar

Jones, R. M. (1999). Mechanics of Composite Materials. Second Edition, 55–73. Philadelphia: Taylor & Francis Group.
  Google Scholar

Lekhnitskii, S. G. (1981). Theory of Elasticity of an Anisotropic Elastic Body. Mir Publishers.
  Google Scholar

Lee, N. S., & Bathe, K. J. (1993). Effects of element distortions on the performance of isoparametric elements. International Journal of Numerical Methods in Engineering, 36, 3553–3576. https://doi.org/10.1002/nme.1620362009
DOI: https://doi.org/10.1002/nme.1620362009   Google Scholar

Liu, G. R. & Quek, S. S. (2014). The Finite Element Method. A Practical Course. Second Edition, 161–211. Elsevier.
DOI: https://doi.org/10.1016/B978-0-08-098356-1.00007-2   Google Scholar

Macneal, R. H., & Harder, R. L. (1985). A proposed standard set of problems to test finite element accuracy. Finite Elements in Analysis and Design, 1, 3–20. https://doi.org/10.1016/0168-874X(85)90003-4
DOI: https://doi.org/10.1016/0168-874X(85)90003-4   Google Scholar

Turcke, D. J., & McNeice, G. M. (1974). Guidelines for selecting finite element grids based on an optimization study. Computers & Structures, 4, 499–519. https://doi.org/10.1016/0045-7949(74)90003-0
DOI: https://doi.org/10.1016/0045-7949(74)90003-0   Google Scholar

Zienkiewicz, O. C., & Taylor, R. L. (2000). The Finite Element Method. Fifth Edition. Volume 1: The Basis, 164–198. Oxford, UK: Butterworth-Heinemann.
  Google Scholar

Download


Published
2017-12-30

Cited by

KAWECKI, B., & PODGÓRSKI, J. . (2017). NUMERICAL RESULTS QUALITY IN DEPENDENCE ON ABAQUS PLANE STRESS ELEMENTS TYPE IN BIG DISPLACEMENTS COMPRESSION TEST. Applied Computer Science, 13(4), 56–64. https://doi.org/10.23743/acs-2017-29

Authors

Bartosz KAWECKI 
b.kawecki@pollub.pl
* Lublin University of Technology, Faculty of Civil Engineering and Architecture, Department of Structural Mechanics, Nadbystrzycka 40, 20-618 Lublin Poland

Authors

Jerzy PODGÓRSKI 

Lublin University of Technology, Faculty of Civil Engineering and Architecture, Department of Structural Mechanics, Nadbystrzycka 40, 20-618 Lublin, Poland

Statistics

Abstract views: 174
PDF downloads: 24


License

Creative Commons License

This work is licensed under a Creative Commons Attribution 4.0 International License.

All articles published in Applied Computer Science are open-access and distributed under the terms of the Creative Commons Attribution 4.0 International License.


Similar Articles

1 2 3 4 5 > >> 

You may also start an advanced similarity search for this article.