The work presents a finite element modeling of beam resting on a two-parameter layered
soil. The behavior of the soil continuum and the beam are assumed to be linear and …

This article offers the first investigation into the thermoelectric vibration of microscale Euler‐
Bernoulli beams resting on an elastic Winkler base. We developed the system of equations …

In the present study the accuracy of an efficient beam formulation for inelastic analysis of pile-
foundation systems is validated against a series of Laboratory Pushover tests on vertical …

The present paper is concerned with the behaviour of finite elastic beams, acted by a
moving transverse concentrated load, interacting with elastic foundations of different …

In the paper, basing on a refined beam model and considering the effects of thermal and
elastic foundation, the nonlinear dynamic responses of functionally graded tubes applied to …

The presence of an axial load changes the system stiffness of an infinite beam on a
tensionless Winkler foundation, which also determines the solution form of the beam …

A Green function–based approach is presented to address the nonlinear tensionless contact
problem for beams resting on either a Winkler or a Pasternak two-parameter elastic …

This paper alternatively derives the exact element stiffness equation for a beam on Kerr‐type
foundation. The shear coupling between the individual Winkler‐spring components and the …

Despite the popularity of a completely free beam resting on a tensionless foundation in the
construction industry, the existing bending analysis solutions are limited to certain types of …

In this paper a boundary element method is developed for the inelastic analysis of Euler–
Bernoulli beams of simply or multiply connected constant cross-section having at least one …