A numerical solution of the elasticity problem of settled of the wronkler ground with variable coefficients

Celik E., Bayram M.

APPLIED MATHEMATICS AND COMPUTATION, cilt.150, sa.3, ss.821-831, 2004 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 150 Sayı: 3
  • Basım Tarihi: 2004
  • Doi Numarası: 10.1016/s0096-3003(03)00310-2
  • Dergi Adı: APPLIED MATHEMATICS AND COMPUTATION
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.821-831
  • Yıldız Teknik Üniversitesi Adresli: Hayır

Özet

In this paper, we have given numerical solution of the elasticity problem of settled on the wronkler ground with variable coefficient. The approximation solution of boundary value problem which is pertinent to this has been converted to integral equations, and then by using the successive approximation methods, has been reached. In addition to this, the approximation solution of the problem was put into Pade series form. We applied these methods to an example which is the elasticity problem of unit length homogeny beam, which is a special form of boundary value problem. First we calculate the successive approximation of the given boundary value problem then transform it into Pade series form, which give an arbitrary order for solving differential equation numerically. (C) 2003 Elsevier Inc. All rights reserved.