8
views
0
recommends
+1 Recommend
1 collections
    0
    shares
      • Record: found
      • Abstract: found
      • Article: found
      Is Open Access

      Study of nonlinear vibration of Euler-Bernoulli beams by using analytical approximate techniques

      research-article

      Read this article at

      Bookmark
          There is no author summary for this article yet. Authors can add summaries to their articles on ScienceOpen to make them more accessible to a non-specialist audience.

          Abstract

          In this paper, nonlinear responses of a clamped-clamped buckled beam are investigated. Two efficient and easy mathematical techniques called He's Variational Approach and Laplace Iteration Method are used to solve the governing differential equation of motion. To assess the accuracy of solutions, we compare the results with the Runge-Kutta 4th order. The results show that both methods can be easily extended to other nonlinear oscillations and it can be predicted that both methods can be found widely applicable in engineering and physics.

          Related collections

          Most cited references25

          • Record: found
          • Abstract: not found
          • Article: not found

          SOME ASYMPTOTIC METHODS FOR STRONGLY NONLINEAR EQUATIONS

          Ji-Huan He (2006)
            Bookmark
            • Record: found
            • Abstract: not found
            • Article: not found

            Variational approach for nonlinear oscillators

            Ji-Huan He (2007)
              Bookmark
              • Record: found
              • Abstract: found
              • Article: found
              Is Open Access

              Analytical study on the vibration frequencies of tapered beams

              A vast amount of published work can be found in the field of beam vibrations dealing with analytical and numerical techniques. This paper deals with analysis of the nonlinear free vibrations of beams. The problem considered represents the governing equation of the nonlinear, large amplitude free vibrations of tapered beams. A new implementation of the ancient Chinese method called the Max-Min Approach (MMA) and Homotopy Perturbation Method (HPM) are presented to obtain natural frequency and corresponding displacement of tapered beams. The effect of vibration amplitude on the non-linear frequency is discussed. In the end to illustrate the effectiveness and convenience of the MMA and HPM, the obtained results are compared with the exact ones and shown in graphs and in tables. Those approaches are very effective and simple and with only one iteration leads to high accuracy of the solutions. It is predicted that those methods can be found wide application in engineering problems, as indicated in this paper.
                Bookmark

                Author and article information

                Contributors
                Role: ND
                Role: ND
                Role: ND
                Journal
                lajss
                Latin American Journal of Solids and Structures
                Lat. Am. j. solids struct.
                Associação Brasileira de Ciências Mecânicas (Rio de Janeiro )
                1679-7825
                January 2014
                : 11
                : 1
                : 157-168
                Affiliations
                [1 ] University of Tabriz Iran
                Article
                S1679-78252014000100010
                10.1590/S1679-78252014000100010
                cc4b1028-4b42-4039-ae9a-f688ef7e0097

                http://creativecommons.org/licenses/by/4.0/

                History
                Product

                SciELO Brazil

                Self URI (journal page): http://www.scielo.br/scielo.php?script=sci_serial&pid=1679-7825&lng=en
                Categories
                ENGINEERING, CIVIL
                ENGINEERING, MECHANICAL
                MECHANICS

                Classical mechanics,Civil engineering,Mechanical engineering
                Nonlinear Vibration,He's Variational Approach,Euler-Bernoulli beam,Laplace Iteration Method

                Comments

                Comment on this article