Exact closed-form solution for the vibration modes of the Euler–Bernoulli beam with multiple open cracks

S Caddemi, I Calio - Journal of Sound and Vibration, 2009 - Elsevier
In this study, exact closed-form expressions for the vibration modes of the Euler–Bernoulli
beam in the presence of multiple concentrated cracks are presented. The proposed …

Bending, buckling and vibration of small-scale tapered beams

S Rajasekaran, HB Khaniki - International Journal of Engineering Science, 2017 - Elsevier
In this paper, a comprehensive study on mechanical behavior of non-uniform small scale
beams in the framework of nonlocal strain gradient theory is presented. The governing …

[HTML][HTML] Closed form solutions of Euler–Bernoulli beams with singularities

B Biondi, S Caddemi - International Journal of Solids and Structures, 2005 - Elsevier
The problem of the integration of the static governing equations of the uniform Euler–
Bernoulli beam with discontinuities is studied. In particular, two types of discontinuities have …

Euler–Bernoulli beams with multiple singularities in the flexural stiffness

B Biondi, S Caddemi - European Journal of Mechanics-A/Solids, 2007 - Elsevier
Euler–Bernoulli beams under static loads in presence of discontinuities in the curvature and
in the slope functions are the object of this study. Both types of discontinuities are modelled …

[HTML][HTML] Multi-cracked Euler–Bernoulli beams: Mathematical modeling and exact solutions

S Caddemi, A Morassi - International journal of solids and structures, 2013 - Elsevier
Localized flexibility models of cracks enable one for simple and effective representation of
the behavior of damaged beams and frames. Important applications, such as the …

[HTML][HTML] Exact solution of the multi-cracked Euler–Bernoulli column

S Caddemi, I Calio - International Journal of Solids and Structures, 2008 - Elsevier
The use of distributions (generalized functions) is a powerful tool to treat singularities in
structural mechanics and, besides providing a mathematical modelling, their capability of …

[HTML][HTML] Physically-based Dirac's delta functions in the static analysis of multi-cracked Euler–Bernoulli and Timoshenko beams

A Palmeri, A Cicirello - International Journal of Solids and Structures, 2011 - Elsevier
Dirac's delta functions enable simple and effective representations of point loads and
singularities in a variety of structural problems, leading very often to elegant and otherwise …

Basic displacement functions for free vibration analysis of non-prismatic Timoshenko beams

R Attarnejad, SJ Semnani, A Shahba - Finite Elements in Analysis and …, 2010 - Elsevier
Presenting new functions, basic displacement functions (BDFs), a novel method based on
mechanical/structural principles is introduced for free vibration analysis of arbitrarily tapered …

Eringen's stress gradient model for bending of nonlocal beams

N Challamel, JN Reddy, CM Wang - Journal of Engineering …, 2016 - ascelibrary.org
This paper is concerned with the bending response of nonlocal elastic beams under
transverse loads, where the nonlocal elastic model of Eringen, also called the stress …

[HTML][HTML] On Euler–Bernoulli discontinuous beam solutions via uniform-beam Green's functions

G Failla, A Santini - International Journal of Solids and Structures, 2007 - Elsevier
The bending problem of Euler–Bernoulli discontinuous beams is dealt with. The purpose is
to show that uniform-beam Green's functions can be used to build efficient solutions for …