We found a match
Your institution may have access to this item. Find your institution then sign in to continue.
- Title
A Numerical Approach to Static Deflection Analysis of an Infinite Beam on a Nonlinear Elastic Foundation: One-Way Spring Model.
- Authors
Park, Jinsoo; Bai, Hyeree; Jang, T. S.
- Abstract
A numerical procedure proposed by Jang et al. (2011) is applied for the numerical analyzing of static deflection of an infinite beam on a nonlinear elastic foundation. And one-way spring model is used for the modeling of fully nonlinear elastic foundation. The nonlinear procedure involves Green's function technique and an iterative method using the pseudo spring coefficient. The workability of the numerical procedure is demonstrated through showing the validity of the solution and the convergence test with some external loads.
- Subjects
NUMERICAL analysis; DEFLECTION (Mechanics); NONLINEAR elastic fracture; STATICS; GREEN'S functions; ELASTIC foundations
- Publication
Journal of Applied Mathematics, 2013, p1
- ISSN
1110-757X
- Publication type
Article
- DOI
10.1155/2013/136358