An efficient two-node finite element formulation of multi-damaged beams including shear deformation and rotatory inertia

A computationally efficient beam finite element is presented for the static and dynamic analysis of frame structures with any number and location of concentrated damages, whose macroscopic effects are simulated with a set of longitudinal, rotational and transversal elastic springs at the position of...

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Bibliographic Details

Main Authors:	Marco Dona, Alessandro Palmeri, Mariateresa Lombardo, Alice Cicirello
Format:	Default Article
Published:	2015
Subjects:	Other built environment and design not elsewhere classified Cracked beams Euler-Bernoulli beam theory Damaged structures Finite element analysis Timoshenko beam theory Rotatory inertia Built Environment and Design not elsewhere classified
Online Access:	https://hdl.handle.net/2134/17708
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