On Euler–Bernoulli discontinuous beam solutions via uniform-beam Green’s functions

By Giuseppe Failla, A. Santini. 2007

60 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials, Statistics and Probability

View Paper: https://www.semanticscholar.org/paper/d193d6b9f9f3ba1e2b5be8c95ce0fc8d181d71a6

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Alessandro Palmeri
2. A. Cicirello
3. Ivo Caliò
4. Salvatore Caddemi
5. Francesco Cannizzaro

In Mechanics of Materials

1. Alessandro Palmeri
2. A. Cicirello
3. Ivo Caliò
4. Salvatore Caddemi
5. Francesco Cannizzaro

In Statistics and Probability

1. Alessandro Palmeri
2. A. Cicirello
3. Ivo Caliò
4. Salvatore Caddemi

Citations in the corpus

• Closed-form solutions for stepped Timoshenko beams with internal singularities and along-axis external supports (2013, background): “More recently, Euler–Bernoulli beams, under a general constraint configuration, that is, in presence of both internal and external along-axis constraints, have been studied by means of the so-called Green’s functions [16–18].”
• Physically-based Dirac’s delta functions in the static analysis of multi-cracked Euler–Bernoulli and Timoshenko beams (2011, background): “slender beams where discontinuities in terms of rotation and bending moment occur at the same location (Failla and Santini, 2007).”