The p-Adaptive Biem Approach for Two-Dimensional Elasticity Analysis

Cerrolaza Rivas, Miguel and Alarcón Álvarez, Enrique (1989). The p-Adaptive Biem Approach for Two-Dimensional Elasticity Analysis. "Computer-Aided Civil and Infrastructure Engineering", v. 4 (n. 1); pp. 11-20. ISSN 1467-8667. https://doi.org/10.1111/j.1467-8667.1989.tb00002.X.

Description

Title: The p-Adaptive Biem Approach for Two-Dimensional Elasticity Analysis
Author/s:
  • Cerrolaza Rivas, Miguel
  • Alarcón Álvarez, Enrique
Item Type: Article
Título de Revista/Publicación: Computer-Aided Civil and Infrastructure Engineering
Date: March 1989
Volume: 4
Subjects:
Faculty: E.T.S.I. Industriales (UPM)
Department: Mecánica Estructural y Construcciones Industriales [hasta 2014]
Creative Commons Licenses: Recognition - No derivative works - Non commercial

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Abstract

This paper presents the development and application of the p-adaptive BIEM version in elastostatics. The basic concepts underlying the p-adaptive technique are summarized and discussed. Some Pascal pseudocodes which show the way how such a technique can be implemented easily in microcomputers are also provided. Both the applicability and the accuracy of the method proposed here are illustrated through a numerical example.

More information

Item ID: 32349
DC Identifier: http://oa.upm.es/32349/
OAI Identifier: oai:oa.upm.es:32349
DOI: 10.1111/j.1467-8667.1989.tb00002.X
Official URL: http://onlinelibrary.wiley.com/doi/10.1111/j.1467-8667.1989.tb00002.x/abstract
Deposited by: Biblioteca ETSI Industriales
Deposited on: 15 Oct 2014 12:42
Last Modified: 15 Oct 2014 12:42
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