Earthquakes and Structures

  • 제27권2호
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  • Pages.127-142
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  • 2024
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

An experimental and analytical study of the sound wave propagation in beam formed from rubberized concrete material

  • Salhi Mohamed (Innovative Materials Laboratory and Renewable Energies, University of Relizane) ;
  • Safer Omar (Innovative Materials Laboratory and Renewable Energies, University of Relizane) ;
  • Dahmane Mouloud (Laboratory of Structures, Geotechnics and Risks, Department of Civil Engineering, Faculty of Civil Engineering and Architecture, University Hassiba Benbouali of Chlef) ;
  • Hassene Daouadji Nouria (Innovative Materials Laboratory and Renewable Energies, University of Relizane) ;
  • Alex Li (Materials and Mechanical Engineering, University of Reims Champagne Ardenne) ;
  • Benyahia Amar (Innovative Materials Laboratory and Renewable Energies, University of Relizane) ;
  • Boubekeur Toufik (Innovative Materials Laboratory and Renewable Energies, University of Relizane) ;
  • Badache Abdelhak (LABMAT Laboratory, ENPO Maurice Audin)
  • 투고 : 2024.04.02
  • 심사 : 2024.06.05
  • 발행 : 2024.08.25
⟨ 이전 논문 다음 논문 ⟩

초록

The amount of wave propagation through a rubber concrete construction is the subject of the current investigation. Rubber tire waste was used to make two different types of cement mixtures. One type contains sand substitute in amounts ranging from 15% to 60% of the total volume, while the other has gravel with diameters of 3/8 and 8/15 and 15% sand in the same mixture. A wide variety of concrete forms and compositions were created, and their viscous and solid state characteristics were assessed, along with their short-, medium-, and long-term strengths. Diffusion, density, mechanical strength resistance to compressive force, and ultrasound wave propagation were also assessed. The water-to-cement ratio and plasticizer were used in this investigation. In the second part of the study, an analytical model is presented that simulates the experimental model in predicting the speed of waves and the frequencies accompanying them for this type of mixture. Higher order shear deformation beam theory for wave propagation in the rubberized concrete beam is developed, considering the bidirectional distribution, which is primarily expressed by the density, the Poisson coefficient, and Young's modulus. Hamilton's concept is used to determine the governing equations of the wave propagation in the rubberized concrete beam structure. When the analytical and experimental results for rubber concrete beams were compared, the outcomes were very comparable. The addition of rubber gravel and sandy rubber to the mixture both resulted in a discernible drop in velocities and frequencies, according to the data.

키워드

참고문헌

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