VIBRATION AND BUCKLING OF MULTILAYERED COMPOSITE BEAMS ACCORDING TO HIGHER ORDER DEFORMATION THEORIES
By H. Matsunaga. 2001
162 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/e36133ca4957e6107015c1a86775af8c8b27f680
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In Civil and Structural Engineering
- Olivier Polit
- Philippe Vidal
- Laurent Gallimard
- Erasmo Carrera
- M. Filippi
- Enrico Zappino
- Michel Grédiac
In Mechanics of Materials
Citations in the corpus
- Nonlinear vibration of functionally graded graphene-reinforced composite laminated beams resting on elastic foundations in thermal environments (2017, unknown): “As part of the validation of the present method, the first five dimensionless natural frequencies ω̃ = (L2/h) √ ρ/E11 of (0/90)S symmetric laminated beams with L/h = 10 are calculated in Table 3 and are compared with other HSDPT results of Matsunaga [59], Marur and Kant [60] and Wu and Chen [61], th”
- Assessment of the refined sinus model for the non-linear analysis of composite beams (2009, methodology): “In [16], the method of power series expansion of displacement components is carried out.”