Journals / Osmaniye Korkut Ata Üniversitesi Fen Bilimleri Enstitüsü Dergisi / 2022 / Cilt: 5 - Sayı: 3

Determination of Tire Contact Stress and Deflection Distributions in a Layered Half-Space Using 3-D Boundary Element Method

Tabakalı Zeminlerde Tekerlek Temas Gerilmesi ve Deplasman Dağılımlarının Üç Boyutlu Sınır Eleman Yöntemi ile Belirlenmesi

Pages
1480–1493
Publication Date
2022-12-12
DOI
—
🏛️Bibliographic metadata and full text access for this article are provided via DergiPark.
DergiPark Record ↗
✨

AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

The results of stress and deflection distributions in a layered half-space determined using boundary element formulation are presented in figures.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:In this study, the Boundary Element Method (BEM) was employed for the numerical determination of the response of a layered half-space.
📊
Key Findings & Data:The material behaviour of the soil was assumed to be isotropic and linear elastic.
💡
Conclusion & Impact:The results of stress and deflection distributions in a layered half-space determined using boundary element formulation are presented in figures.
🔬Design:Research Article
📍Scope:Comprehensive Sample
⚙️Variables:Sınır elamn yöntemi · Elasto-statik · Fourier dönüşüm uzayı

Abstract

In this study, the Boundary Element Method (BEM) was employed for the numerical determination of the response of a layered half-space. The material behaviour of the soil was assumed to be isotropic and linear elastic. The BEM was used in the Fourier transform space (FTS). The focus of this paper is to determine the stress and deflection distributions of interior points of a layered half-space. To achieve this aim, in this study, a computer program is developed for three-dimensional elastic or visco-elastic problems. The results of stress and deflection distributions in a layered half-space determined using boundary element formulation are presented in figures.

Özet

Bu çalışmada, tabakalı bir yarım uzayın tepkisinin sayısal olarak belirlenmesi için sınır eleman yöntemi kullanılmıştır. Zeminin malzeme davranışının lineer elastik olduğu varsayılmıştır. Sınır eleman yöntemi, Fourier dönüşüm uzayında kullanıldı. Bu makalenin odak noktası, tabakalı bir yarım uzayın iç noktalarında oluşan gerilme ve deplasman dağılımlarının belirlenmesisdir. Bu amaca ulaşmak için bu çalışmada, üç boyutlu elastik veya visko-elastik problemler için bir bilgisayar programı geliştirilmiştir. Sınır eleman formülasyonu kullanılarak belirlenen tabakalı bir yarım uzaydaki gerilme ve deplasman dağılımları şekillerde sunulmuştur.

🔖

Cite This Article

DENEME, İ. Ö., SEVERCAN, M. H. (2022). Determination of Tire Contact Stress and Deflection Distributions in a Layered Half-Space Using 3-D Boundary Element Method. Osmaniye Korkut Ata Üniversitesi Fen Bilimleri Enstitüsü Dergisi, Cilt: 5 - Sayı: 3, 1480–1493. https://ajindex.com/articles/870270

📄 Full Text PDF Viewer

📄

PDF görüntüleyici hazırlanıyor...

References (1)

  1. References [1] Yoder EJ, Witczak MW. Principles of Pavement Design, Second Edition. 1975. [2] Kim SM, Roesset JM. Dynamic response of a beam on a frequency-independent damped elastic foundation to moving load. Canadian Journal of Civil Engineering 2003;30:460–7. doi:10.1139/l02-109. [3] Sun L. Analytical dynamic displacement response of rigid pavements to moving concentrated and line loads. International Journal of Solids and Structures 2006;43:4370–83. doi:10.1016/j.ijsolstr.2005.06.105. [4] Huang YH. Pavement design and analysis. New Jersey: Pearson Prentice Hall; 2004. [5] Hu X Di, Sun LJ. Measuring tire ground pressure distribution of heavy vehicle. Journal of Tongji University 2005;33:1443–8. [6] Hernandez JA, Al-Qadi IL. Tire–pavement interaction modelling: hyperelastic tire and elastic pavement. Road Materials and Pavement Design 2017;18:1067–83. doi:10.1080/14680629.2016.1206485. [7] Weissman SL. Influence of tire-pavement contact stress distribution on development of distress mechanisms in pavements. Transportation Research Record 1998:161–7. [8] Duncan JM, Monismith CL, Wilson EL. Finite Element Analyses of Pavements. Highway Research Board 1968;38:18–33. [9] Mamlouk MS, Davies TG. Elasto-dynamic analysis of pavement deflections. Journal of Transportation Engineering 1984;110:536–550. doi:10.1061/(ASCE)0733-947X(1984)110:6(536). [10] Zheng L, Hai-lin Y, Wan-ping W, Ping C. Dynamic stress and deformation of a layered road structure under vehicle traffic loads: Experimental measurements and numerical calculations. Soil Dynamics and Earthquake Engineering 2012;39:100–12. doi:10.1016/j.soildyn.2012.03.002. [11] Sousa BJ, Lysmer J, Chen S-S, Monismith CL. Effects of Dynamic Loads on Performance of Asphalt Concrete Pavements. Transportation Research Record 1988;1207:145–68. [12] Siddharthan R V., Yao J, Sebaaly PE. Pavement strain from moving dynamic 3D load distribution. Journal of Transportation Engineering 1998;124:557–66. [13] Lee JH, Kim JK, Tassoulas JL. Dynamic analysis of a layered half-space subjected to moving line loads. Soil Dynamics and Earthquake Engineering 2013;47:16–31. doi:10.1016/j.soildyn.2012.07.013. [14] Yoo PJ, Al-Qadi IL. Effect of transient dynamic loading on flexible pavements. Transportation Research Record 2007:129–40. doi:10.3141/1990-15. [15] Al-Qadi IL, Wang H, Yoo PJ, Dessouky SH. Dynamic analysis and in situ validation of perpetual pavement response to vehicular loading. Transportation Research Record 2008;2087:29–39. d