• Türkçe
    • English
  • English 
    • Türkçe
    • English
  • Login
View Item 
  •   RTEÜ
  • Araştırma Çıktıları | TR-Dizin | WoS | Scopus | PubMed
  • Scopus İndeksli Yayınlar Koleksiyonu
  • View Item
  •   RTEÜ
  • Araştırma Çıktıları | TR-Dizin | WoS | Scopus | PubMed
  • Scopus İndeksli Yayınlar Koleksiyonu
  • View Item
JavaScript is disabled for your browser. Some features of this site may not work without it.

Superharmonic resonance analysis of the sandwich FGM beams with viscoelastic core layer

Access

info:eu-repo/semantics/closedAccess

Date

2025

Author

Youzera, Hadj
Meftah, Sid Ahmed
Tounsi, Abdelouahed
Khedher, Khaled Mohamed
Salem, Mohamed Abdelaziz
Yaylacı, Murat

Metadata

Show full item record

Citation

Tounsi , A., Youzera, H., Meftah, S. A., Khedher, K. M., Salem, M. A., & Yaylacı, M., (2024). Superharmonic resonance analysis of the sandwich FGM beams with viscoelastic core layer. Computers and Concrete, 35(1), 71-81. http://doi.org/10.12989/cac.2025.35.1.071

Abstract

Nonlinear forced vibration analysisof a sandwich beam is investigated using the higher-order shear deformation theories (HSDT's). The sandwich beam is consists of viscoelastic core insert between two Functionally Graded Material layers. Viscoelastic properties are considered according to the Kelvin-Voigt viscoelastic model for isotropic materials. In the analysis, both normal and shear deformations are considered in the core by using the higher-order zig-zag theories. The method of multiple scales is coupled with a one mode Galerkin's procedure for a simply supported beam to achieve analytical frequency amplitude relationships for superharmonic resonance. Parametric study is conducted by considering various geometrical and material parameters, employing HSDT's and first-order deformation theory. The results reveal the effect of the slenderness of the sandwich beams on the hardening changes. In the other hand the results demonstrate the importance of the generic parameter "n"to reduce as far as possible the amplitude responses of the sandwich structures in superharmonic vibration case.

Source

Computers and Concrete

Volume

35

Issue

1

URI

http://doi.org/10.12989/cac.2025.35.1.071
https://hdl.handle.net/11436/9964

Collections

  • İnşaat Mühendisliği Bölümü Koleksiyonu [260]
  • Scopus İndeksli Yayınlar Koleksiyonu [5931]
  • WoS İndeksli Yayınlar Koleksiyonu [5260]



DSpace software copyright © 2002-2015  DuraSpace
Contact Us | Send Feedback
Theme by 
@mire NV
 

 




| Instruction | Guide | Contact |

DSpace@RTEÜ

by OpenAIRE
Advanced Search

sherpa/romeo

Browse

All of DSpaceCommunities & CollectionsBy Issue DateAuthorsTitlesSubjectsTypeLanguageDepartmentCategoryPublisherAccess TypeInstitution AuthorThis CollectionBy Issue DateAuthorsTitlesSubjectsTypeLanguageDepartmentCategoryPublisherAccess TypeInstitution Author

My Account

LoginRegister

Statistics

View Google Analytics Statistics

DSpace software copyright © 2002-2015  DuraSpace
Contact Us | Send Feedback
Theme by 
@mire NV
 

 


|| Guide|| Instruction || Library || Recep Tayyip Erdoğan University || OAI-PMH ||

Recep Tayyip Erdoğan University, Rize, Turkey
If you find any errors in content, please contact:

Creative Commons License
Recep Tayyip Erdoğan University Institutional Repository is licensed under a Creative Commons Attribution-NonCommercial-NoDerivs 4.0 Unported License..

DSpace@RTEÜ:


DSpace 6.2

tarafından İdeal DSpace hizmetleri çerçevesinde özelleştirilerek kurulmuştur.