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 |
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Subjects | Engineering |
Journal Section | Articles |
Authors | |
Publication Date | August 15, 2018 |
Acceptance Date | June 8, 2018 |
Published in Issue | Year 2018 |