Determination of Tire Contact Stress and Deflection Distributions in a Layered Half-Space Using 3-D Boundary Element Method
Öz
Anahtar Kelimeler
Kaynakça
- 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).
Ayrıntılar
Birincil Dil
İngilizce
Konular
İnşaat Mühendisliği
Bölüm
Araştırma Makalesi
Yayımlanma Tarihi
12 Aralık 2022
Gönderilme Tarihi
13 Aralık 2021
Kabul Tarihi
1 Haziran 2022
Yayımlandığı Sayı
Yıl 2022 Cilt: 5 Sayı: 3
