Several Stress Resultant and Deflection Formulas for Euler-Bernoulli Beams under Concentrated and Generalized Power/Sinusoidal Distributed Loads

International Journal of Engineering and Applied Sciences

Vebil Yıldırım¹ 

[1] 1;

关键词: Transfer matrix method;    initial value problem;    exact solution;    Euler-Bernoulli beam;   

DOI  :  10.24107/ijeas.430666

来源: DOAJ

【 摘 要 】

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.

【 授权许可】

Unknown