Emem Ayankop Andi*
Department of Mathematical Sciences, Nigeria
*Corresponding author:Emem Ayankop Andi, Department of Mathematical Sciences, Nigeria
Submission: January 21, 2020;Published: February 06, 2020
Volume3 Issue2February, 2020
This paper presents a mini review on the moving distributed force problem of a non-uniform prestressed simply supported Rayleigh beam resting on an elastic foundation. The problem, which is reduced to a nonhomogeneous second order ordinary differential equation, is tackled by means of Laplace transforms and Convolution theory. Analytical solutions are presented for the boundary condition under consideration. Conditions under which resonance occur are established. The theoretical considerations find application in calculations relating to dynamic stresses in railways, bridges and foundation for all types of highways.
Keywords:Moving forces; Non-uniform; Prestressed; Distributed loads
Prestress is the application of an initial compressive load on the structure. Its building advantages include allowing reducing crack incidence and element dimensions by the use of more resistant materials. It promotes a long service life of the element of the structures and therefore the structures may need low or no maintenance. Under constant compressive or tensile force, [1,2] computed natural frequencies of Bernoulli-Euler beams. In the latter, under tensile loads and in the former, under compressive axial loads. Later,  investigated the forced vibration of an elastic uniform Bernoulli-Euler beam having simple supports with a constant axial force resting on variable elastic foundation and traversed by uniformly distributed loads.  studied the transverse vibration of a Rayleigh cantilever beam with arbitrarily distributed axial loading and carrying a concentrated mass at the free end. Recently,  investigated the vibrations under distributed loads moving with constant velocities of a non-prismatic prestressed Rayleigh beam on an elastic foundation. Analytical solutions to the governing equation were obtained for the simply supported and clamped ends boundary conditions. Conditions under which resonance occur were established.
The moving distributed force problem is an approximate model which assumes the inertia effect of the moving distributed mass as negligible.
Simply supported boundary conditions
In this case, the displacement and bending moment of the non-uniform prestressed beam both vanish.
Thus, the moving distributed force problem reduces to a non-homogeneous second order ordinary differential equation,
is the mass of the beam
is the moment of inertia
𝐿 is the Length of the beam
𝑥 is the spatial coordinate
𝑡 is the time variable
𝐸 is the Young’s modulus
is the measure of rotatory inertia effect
𝑁 is the prestress constant and
𝐾 is the elastic foundation constant.
Solving equation (1) by means of Laplace transforms and Convolution theory with the initial conditions written as,
one obtains an expression for 𝑊𝑚(𝑡) which on inversion yields
Equation (9) represents the transverse displacement response to a distributed force moving with constant speed of a simply supported non-uniform prestressed Rayleigh beam resting on an elastic foundation.
At this point, it is important to establish conditions under which resonance occurs. Resonance takes place when the motion of the vibrating structure becomes unbounded. That is, when the vibrations become intensive. In actual practice, when this happens, the structure would probably break as the intensive vibrations cause cracks, permanent deformation and destruction in the frequently vibrating structures. Equation (9) clearly shows that the beam reaches a state of resonance when,
© 2020 Emem Ayankop Andi. This is an open access article distributed under the terms of the Creative Commons Attribution License , which permits unrestricted use, distribution, and build upon your work non-commercially.