Applications of the theory of systems of differential equations to vibrating beams
Sternberg, Robert L. (1954)
Portugaliae mathematica
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Sternberg, Robert L. (1954)
Portugaliae mathematica
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Lacarbonara, Walter, Pacitti, Arnaud (2008)
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Tolou, N., Herder, J.L. (2009)
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Guo, Ruijiang, Chattopadhyay, Aditi (1995)
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István Ecsedi, Ákos József Lengyel (2015)
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Elastic two-layer curved composite beam with partial shear interaction is considered. It is assumed that each curved layer separately follows the Euler-Bernoulli hypothesis and the load slip relation for the flexible shear connection is a linear relationship. The curved composite beam at one of the end cross sections is fixed and the other end cross section is subjected by a concentrated radial load. Two cases are considered. In the first case the loaded end cross section is closed by...
Zheng, Zhou-Lian, Liu, Chang-Jiang, He, Xiao-Ting, Chen, Shan-Lin (2009)
Mathematical Problems in Engineering
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Tiago Silva, Maria Loja, Nuno Maia, Joaquim Barbosa (2015)
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The formulation of a bending vibration problem of an elastically restrained Bernoulli-Euler beam carrying a finite number of concentrated elements along its length is presented. In this study, the authors exploit the application of the differential evolution optimization technique to identify the torsional stiffness properties of the elastic supports of a Bernoulli-Euler beam. This hybrid strategy allows the determination of the natural frequencies and mode shapes of continuous beams,...
Zheng, Y.F., Deng, L.Q. (2010)
Mathematical Problems in Engineering
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Grossi, Ricardo Oscar, Albarracín, Carlos Marcelo (2003)
Journal of Applied Mathematics
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