Set of Sampling Points for the 20- Node Brick Element for the Evaluation of Stiffness Matrix
Shyjo Johnson1, T. Jeyapoovan2
1Shyjo Johnson, Research Scholar, Department of Mechanical Engineering, Hindustan Institute of Technology & Science, Padur, Chennai
2Dr. T. Jeyapoovan, Professor, Department of Mechanical Engineering, Hindustan Institute of Technology & Science, Padur, Chennai
Manuscript received on 11 April 2019 | Revised Manuscript received on 15 May 2019 | Manuscript published on 30 May 2019 | PP: 208-214 | Volume-8 Issue-1, May 2019 | Retrieval Number: A3011058119/19©BEIESP
Open Access | Ethics and Policies | Cite | Mendeley | Indexing and Abstracting
© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: Calculation of the element stiffness matrix requires more computational effort because of handling large varying data. A new set of sampling points for the evaluation of 20- node brick elements is introduced in this research study. A new set of integration points is a mimic of Gauss numerical integration method. The proposed set of sampling points is evaluated using the standard problems and compared with conventional Gauss numerical integration method and found that CPU execution time considerably reduced for the analysis of brick elements without compromising in the convergence rate, efficiency in the results and accuracy of values
Keywords: Quadrature, Stiffness Matrix, Brick Elements, Integration Points.
Scope of the Article: System Integration