In the
present paper, the transfer matrix method based on the Euler-Bernoulli beam
theory is exploited to originally achieve some exact analytical formulas for
classically supported beams under both the concentrated and generalized power/sinusoidal
distributed loads. A general solution
procedure is also presented to consider different loads and boundary
conditions. Those closed-form formulas can be used in a variety of engineering
applications as well as benchmark solutions.
| Primary Language | English |
|---|---|
| Subjects | Engineering |
| Journal Section | Research Article |
| Authors | |
| Acceptance Date | June 8, 2018 |
| Publication Date | August 15, 2018 |
| Published in Issue | Year 2018 Volume: 10 Issue: 2 |