A Numerical Approach to Static Deflection Analysis of an Infinite Beam on a Nonlinear Elastic Foundation: One-Way Spring Model
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 fu...
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| Format: | Article |
| Language: | English |
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Wiley
2013-01-01
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| Series: | Journal of Applied Mathematics |
| Online Access: | http://dx.doi.org/10.1155/2013/136358 |
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| author | Jinsoo Park Hyeree Bai T. S. Jang |
| author_facet | Jinsoo Park Hyeree Bai T. S. Jang |
| author_sort | Jinsoo Park |
| collection | DOAJ |
| description | 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. |
| format | Article |
| id | doaj-art-e5016c52d80245eb9f4a9d3cd1188090 |
| institution | Kabale University |
| issn | 1110-757X 1687-0042 |
| language | English |
| publishDate | 2013-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Journal of Applied Mathematics |
| spelling | doaj-art-e5016c52d80245eb9f4a9d3cd11880902025-02-03T01:12:32ZengWileyJournal of Applied Mathematics1110-757X1687-00422013-01-01201310.1155/2013/136358136358A Numerical Approach to Static Deflection Analysis of an Infinite Beam on a Nonlinear Elastic Foundation: One-Way Spring ModelJinsoo Park0Hyeree Bai1T. S. Jang2Department of Naval Architecture and Ocean Engineering, Pusan National University, Busan 609-735, Republic of KoreaDepartment of Naval Architecture and Ocean Engineering, Pusan National University, Busan 609-735, Republic of KoreaDepartment of Naval Architecture and Ocean Engineering, Pusan National University, Busan 609-735, Republic of KoreaA 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.http://dx.doi.org/10.1155/2013/136358 |
| spellingShingle | Jinsoo Park Hyeree Bai T. S. Jang A Numerical Approach to Static Deflection Analysis of an Infinite Beam on a Nonlinear Elastic Foundation: One-Way Spring Model Journal of Applied Mathematics |
| title | A Numerical Approach to Static Deflection Analysis of an Infinite Beam on a Nonlinear Elastic Foundation: One-Way Spring Model |
| title_full | A Numerical Approach to Static Deflection Analysis of an Infinite Beam on a Nonlinear Elastic Foundation: One-Way Spring Model |
| title_fullStr | A Numerical Approach to Static Deflection Analysis of an Infinite Beam on a Nonlinear Elastic Foundation: One-Way Spring Model |
| title_full_unstemmed | A Numerical Approach to Static Deflection Analysis of an Infinite Beam on a Nonlinear Elastic Foundation: One-Way Spring Model |
| title_short | A Numerical Approach to Static Deflection Analysis of an Infinite Beam on a Nonlinear Elastic Foundation: One-Way Spring Model |
| title_sort | numerical approach to static deflection analysis of an infinite beam on a nonlinear elastic foundation one way spring model |
| url | http://dx.doi.org/10.1155/2013/136358 |
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