Results 101 to 110 of about 9,551 (245)
Beam Elements on Linear Variable Two-Parameter Elastic Foundation [PDF]
Bulletin of the Polytechnic Institute of Jassy: Constructions, Architechture Section, 2008 The traditional way to overcome the shortcomings of the Winkler foundation model is to incorporate spring coupling by assemblages of mechanical elements such as springs, flexural elements (beams in one-dimension, 1-D, plates in 2-D), shear-only layers ...
Iancu-Bogdan Teodoru, Vasile Muşat
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Investigations in static response and free vibration of a functionally graded beam resting on elastic foundations [PDF]
, 2019 In this article, an analytical study was done to predict the behavior of the beam vis-à-vis bending, buckling, and dynamic responses of isotropic homogeneous beams based on an elastic foundation.
Chikh, Abdelbaki
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Next MaterialsComposite laminate plates are widely used in different engineering fields, yet existing higher-order shear theories (HSDTs) often fail to capture shear deformation and the coupled effects of elastic supports, leading to design inaccuracies.
Kamel Eddine Atallah +6 more
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Shock and Vibration, 2017 An improved Fourier series method (IFSM) is applied to study the free and forced vibration characteristics of the moderately thick laminated composite rectangular plates on the elastic Winkler or Pasternak foundations which have elastic uniform supports ...
Dongyan Shi +3 more
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Tabakalı Kompozit Plaklarda Büyük Çökme Probleminin Karışık Sonlu Elemanlar İle İncelenmesi [PDF]
, 2013 Konferans Bildirisi -- Teorik ve Uygulamalı Mekanik Türk Milli Komitesi, 2013Conference Paper -- Theoretical and Applied Mechanical Turkish National Committee, 2013Bu çalışmada tabakalı kompozit nispeten kalın plakların eğilme problemi geometrik doğrusal
Kutlu, Akif, Omurtag, Mehmet H.
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Dynamic Response of a Beam Subjected to Moving Load and Moving Mass Supported by Pasternak Foundation [PDF]
, 2012 This paper presents the dynamic response of an Euler- Bernoulli beam supported on two-parameter Pasternak foundation subjected to moving load as well as moving mass. Modal analysis along with Fourier transform technique is employed to find the analytical
Rajib Ul Alam Uzzal +2 more
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, 2020 In this paper, dynamic analysis of functionally graded porous (FGP) plate with reinforcement of graphene platelets (GPLs) resting on elastic foundation and restrained by elastic boundary condition is investigated.
Deng, X +5 more
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Vibration Response of a Sandwich Higher-Order Micro Beam based on Shear and Normal Deformation Theory on Kerr Elastic Foundation with Thickness Stretching Effect [PDF]
Mechanics of Advanced Composite StructuresThe novelty of this study is to consider the vibration analysis of a sandwich structure using shear and normal deformation beam theory (SNDBT) with a porous core and various reinforcement materials, including carbon nanorods (CNRs), graphene platelets ...
Seyed Amir Sajadian +2 more
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Journal of Engineering and Thermal SciencesThe analysis of stability problems of beams on two-parameter foundations (Bo2PFs) is an important part of their design for compressive loads. This work presents novel first principles derivation of the governing differential equations of elastic ...
Charles Chinwuba Ike
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Assessing load transfer mechanism in CMC-supported embankments adopting Timoshenko beam theory [PDF]
, 2015 © The authors and ICE Publishing: All rights reserved, 2015. Controlled modulus columns (CMC) supported embankments are increasingly being used for construction of major highway embankments on expansive soils particularly near waterways or coastal ...
Fatahi, B +3 more
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