نتایج جستجو برای: non linear elastic foundation

تعداد نتایج: 1837317  

Journal: :journal of solid mechanics 0
m shokouhfar south tehran branch, islamic azad university,tehran, iran m jabbari south tehran branch, islamic azad university,tehran, iran

in this paper, an analytical solution for computing the linear plastic stresses and critical pressure in a fgm hollow cylinder under the internal pressure due to non-axisymmetric loads is developed. it has been assumed that the modulus of elasticity was varying through thickness of the fgm material according to a power law relationship. the poisson's ratio was considered constant throughou...

Journal: :The Baltic Journal of Road and Bridge Engineering 2019

To evaluate the earth seismic response due to earthquake effects, ground response analyses are used to predict ground surface motions for development of design response spectra, to compute dynamic stresses and strains for evaluation of liquefaction hazards, and to determine the earthquake induced forces that can lead to instability of earth and earth-retaining structures. Most of the analytical...

1996
Valentina Casarino Danilo Percivale

By adopting the variational point of view, the constitutive equations of a non linear elastic plate are deduced under kinematical constraints on the admissible deformations.

2015
Yun Sun Shi-Rong Li Romesh C. Batra

Buckling and post-buckling thermomechanical deformations of a functionally graded material (FGM) Timoshenko beam resting on a two-parameter nonlinear elastic foundation and subjected to only a temperature rise have been numerically investigated with the shooting method. The material properties are assumed to vary only in the thickness direction according to a power law function. Through-the-thi...

Journal: :Geophysical Journal International 2013

Journal: :international journal of advanced design and manufacturing technology 0
hosein mortezaei mohamad mahdi jalili mohammad taghi ahmadian

in this paper effects of fractured sleepers on rail track vibration under moving wheelset have been investigated. two parallel rails of the track have been modeled as euler-bernoulli beams on elastic points as rail pads. also sleepers have been modeled as visco-elastic euler-bernoulli beams. it is assumed that, some sleepers under the rail track have been fractured and modeled by two beams. the...

Journal: :Quarterly of Applied Mathematics 1952

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