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Coupled bending–torsional dynamic stiffness matrix for beam elements

✍ Scribed by J. R. Banerjee


Publisher
John Wiley and Sons
Year
1989
Tongue
English
Weight
806 KB
Volume
28
Category
Article
ISSN
0029-5981

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A uniform linearly elastic beam element with non-coinciding centres of geometry, shear and mass is studied under stationary harmonic end excitation. The Euler-Bernoulli-Saint Venant theory is applied. Thus the effect of warping is not taken into account. The frequency-dependent 12x 12 element stiffn