Skip to main content
Fachgebiete
Automobil + Motoren Bauwesen + Immobilien Business IT + Informatik Elektrotechnik + Elektronik Energie + Nachhaltigkeit Finance + Banking Management + Führung Marketing + Vertrieb Maschinenbau + Werkstoffe Versicherung + Risiko
DE
EN
Bücher
Zeitschriften
Themenseiten
Organisationspsychologie Projektmanagement Marketing Smart Manufacturing
Weitere Formate
Podcasts Webinare Technik Webinare Wirtschaft Kongresse Veranstaltungskalender Awards
Jetzt Einzelzugang starten
Zugang für Unternehmen
Referenzkunden
SLX-Digitalkonferenz: Zukunftswerkstatt 2024

Mehr Umsatz mit Top-Kontakten

Am 7. Mai erfahren Sie, wie Vertriebsteams Leadgenerierung, Leadnurturing und Leadstrategien effizient steuern können.
Erweiterte Suche
Anmelden
nach oben
Erschienen in:
Truss Damage Detection Using Modified Differential Evolution Algorithm with Comparative Studies Kapitel lesen Erstes Kapitel lesen

2018 | OriginalPaper | Buchkapitel

Dynamic Analysis of Beams on Two-Parameter Viscoelastic Pasternak Foundation Subjected to the Moving Load and Considering Effects of Beam Roughness

verfasst von : T. Tran-Quoc, H. Nguyen-Trong, T. Khong-Trong

Erschienen in: Proceedings of the International Conference on Advances in Computational Mechanics 2017

Verlag: Springer Singapore

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

In this paper, improved moving element method (IMEM) is intended to analyze the dynamic response of the beam resting on the two-parameter viscoelastic Pasternak foundation subjected to the moving load and considering effects of beam roughness. Beams are modeled by moving elements, while the load is fixed. The differential equation of motion of the structural system is established based on the principle of virtual public balance and solved by means of numerical integration based on the Newmark algorithm. The characteristic parameters of the foundation and the loads are investigated in order to analyze the dynamic response of the beam such as the second parameter of foundation, the roughness of beam, the velocity and acceleration of moving load.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Jetzt informieren
Vorheriges Kapitel Stationary Random Vibration Analysis of Dynamic Vehicle-Bridge Interaction Due to Road Unevenness
Nächstes Kapitel The Prevention of Pressure Ulcers: Biomechanical Modelization and Simulation of Human Seat Cushion Contributions
Literatur
1.
Winkler E (1867) Die lehre von der elastizitat und festigketit, Dominicus Prague
2.
Flamenco-Borodich MM (1940) Some approximate theories of elastic foundation. Uchenyie Zapiski Moskovskogo Gosudarstvennogo Universiteta Mekhanica 46, pp 3–18 (in Russian)
3.
Hetényi M (1946) Beams on elastic foundation: theory with applications in the fields of civil and mechanical engineering. University of Michigan Press, Michigan USA
4.
Pasternak PL (1954) On a new method of analysis of an elastic foundation by means of two constants. Gosudarstvennoe lzdatelstvo literaturi po Stroitelstvui Arkhitekture, Moscow (in Russian)
5.
Reissner E (1967) Note on the formulation of the problem of the plate on an elastic foundation. Acta Mech 4:88–91CrossRefMATH
6.
Chang-Yong C, Yang Z (2008) Dynamic response of a beam on a Pasternak foundation and under a moving load. J Chongqing University (English Edition) 7(4):311–316. ISSN 1671-8224
7.
Kumari S, Sahoo PP, Sawant VA (2012) Dynamic response of railway track using two parameters model. Int J Sci Eng Appl 1(2). ISSN 2319-7560
8.
Luong-Van H, Nguyen-Thoi T, Liu GR, Phung-Van P (2014) A cell-based smoothed finite element method using three-node shear-locking free Mindlin plate element (CS-FEM-MIN3) for dynamic response of laminated composite plates on viscoelastic foundation. Eng Anal Boundary Elem 42:8–19MathSciNetCrossRefMATH
9.
Phung-Van P, Nguyen-Thoi T, Luong-Van H, Thai-Hoang C, Nguyen-Xuan H (2014) A cell-based smoothed discrete shear gap method (CS-FEM-DSG3) using layerwise deformation theory for dynamic response of composite plates resting on viscoelastic foundation. Comput Methods Appl Mech Eng 272:138–159MathSciNetCrossRefMATH
10.
Phung-Van P, Luong-Van H, Nguyen-Thoi T, Nguyen-Xuan H (2014) A cell-based smoothed discrete shear gap method (CS-FEM-DSG3) based on the C0-type higher-order shear deformation theory for dynamic responses of Mindlin plates on viscoelastic foundations subjected to a moving sprung vehicle. Int J Numer Methods Eng 98(13):988–1014CrossRefMATH
11.
Nguyen-Thoi T, Luong-Van H, Phung-Van P, Rabczuk T, Tran-Trung D (2013) Dynamic responses of composite plates on the Pasternak foundation subjected to a moving mass by a cell-based smoothed discrete shear gap (CS-FEM-DSG3) method. Int J Compos Mater 3(A):19–27
12.
Lou P, Au FTK (2013) Finite element formulae for internal forces of Bernoulli-Euler beams under moving vehicles. J Sound Vib 332:1533–1552CrossRef
13.
Koh CG, Ong JSY, Chua DKH, Feng J (2003) Moving element for train-track dynamics. Int J Numer Methods Eng 56:1549–1567CrossRefMATH
14.
15.
Ang KK, Tran MT, Luong VH (2013) Track vibrations during accelerating and decelerating phases of high-speed rails. In: Thirteenth East Asia-Pacific conference on structural engineering and construction EASEC-13 11 Sapporo Japan
16.
Ang KK, Dai J (2013) Response analysis of high-speed rail system accounting for abrupt change of foundation stiffness. J Sound Vib 332:2954–2970CrossRef
17.
18.
Tran MT, Ang KK, Luong VH (2016) Vertical dynamic response of high-speed rails during sudden deceleration. Int J Comput Methods
19.
Do KQ, Luong VH (2010) Structural dynamics. Ho Chi Minh City National University Publishing Company
20.
Feng Z, Cook R (1983) Beam elements on two-parameter elastic foundations. J Eng Mech 109:1390–1402CrossRef
Metadaten
Titel
Dynamic Analysis of Beams on Two-Parameter Viscoelastic Pasternak Foundation Subjected to the Moving Load and Considering Effects of Beam Roughness
verfasst von
T. Tran-Quoc
H. Nguyen-Trong
T. Khong-Trong
Copyright-Jahr
2018
Verlag
Springer Singapore
Buch
Proceedings of the International Conference on Advances in Computational Mechanics 2017

Print ISBN: 978-981-10-7148-5

Electronic ISBN: 978-981-10-7149-2

Copyright-Jahr: 2018

DOI
https://doi.org/10.1007/978-981-10-7149-2_79