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An Improved Winkler Foundation Modulus for a Beam in a Full Space
Applied SciencesThe Winkler foundation modulus is key to evaluating the response of underground structures using the elastic foundation beam model. In this paper, an improved formula of the Winkler foundation modulus for a beam embedded in a full space is proposed to ...
Lihui Xu +6 more
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Deformation of an Elastic Beam on a Winkler Foundation [PDF]
Journal of Applied Mechanics, 2020 AbstractWe present a simple model for geophysical systems involving sources of deformation, such as magmatic intrusions, subglacial lakes, and the subsurface storage of CO2. We consider the idealized system of a uniform elastic layer overlying a localized region of constant pressure that is surrounded by a Winkler foundation composed of springs.
Butler, Adam JO +2 more
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ANALYSIS OF RAFT FOUNDATION ON SANDY SOILS BY WINKLER AND PSEUDO-COUPLED METHODS
Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi, 2023 The settlements occurred in building foundations depend on many soil parameters. Thus, these parameters make the solution both difficult and complex during the calculating process.
Ali Serdar Ecemiş +2 more
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Dispersion of elastic waves in a layer interacting with a Winkler foundation [PDF]
The Journal of the Acoustical Society of America, 2018 Dispersion of plane harmonic waves in an elastic layer interacting with a one- or two-sided Winkler foundation is analyzed. The long-wave low-frequency polynomial approximations of the full transcendental dispersion relations are derived for a relatively soft foundation.
Erbaş, B. +3 more
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Free Vibrations of an Elastically Restrained Euler Beam Resting on a Movable Winkler Foundation
Shock and Vibration, 2019 The traditional theory of beam on elastic foundation implies a hypothesis that the elastic foundation is static with respect to the inertia reference frame, so it may not be applicable when the foundation is movable.
Qiang Zhou, Tong Wang
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Hollow Core Slabs on Winkler Foundation
Journal of Engineering and Technological Sciences, 2018 This research dealt with the linear elastic behavior of hollow core slabs resting on a linear Winkler type foundation. A finite difference method was used to model the slabs as wide beams and the foundation as elastic springs. The finite element method was also used to model the problem using ABAQUS 6.10 software program.
Al-Azzawi, Adel A.
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Free Vibration Analisys Of Thin Functionally Graded Materials Plates On Winkler Elastic Foundation By Differential Quadrature Element Method [PDF]
مجله مدل سازی در مهندسی, 2017 In this study, a numerical approach to evaluate and predict the natural frequencies of a functional graded material plate resting on single-parameter elastic foundation, has been presented.
amirheshmat khedmati bazkiaei +2 more
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Peridynamic Model for a Mindlin Plate Resting on a Winkler Elastic Foundation [PDF]
Journal of Peridynamics and Nonlocal Modeling, 2020 AbstractIn this study, a peridynamic model is presented for a Mindlin plate resting on a Winkler elastic foundation. In order to achieve static and quasi-static loading conditions, direct solution of the peridynamic equations is utilised by directly assigning inertia terms to zero rather than using widely adapted adaptive dynamic relaxation approach ...
Vazic, Bozo +2 more
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Methods of calculating the belt foundation on the elastic ground base of winkler type [PDF]
E3S Web of Conferences, 2019 Strip foundations on an elastic soil foundation and on a Winkler-type elastic foundation were used in the construction of buildings and structures from the most common types of shallow foundations.
Lastovka Anatoly +3 more
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Timoshenko beam under Winkler foundation
, 2019 We are interested in buckling for Timoshenko beam supported along its length by an elastic wall (Winkler foundation) and subjected to a longitudinal force. We use analytical methods to determine buckling load and mode shape rather than numerical methods. Haringx and Engesser models are compared. We show that the rigidity of the wall solely gouverns the
Marwan, Hariz +3 more
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