Stresses Between Tire and Road.

Markwick, A H D; Starks, H J

doi:10.1680/ijoti.1941.13663

Cited by 8 publications

(3 citation statements)

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“…In particular, most tires are pneumatic (hollow) rather than solid. Invaluable data are provided by experiments in which local forces exerted by real tires on instrumented surfaces are measured at selected points and the corresponding tractions acting over small areas are evaluated (11,(18)(19)(20)(21)(22)(23)(24)(25)(26). In general, the experiments show the existence of both normal and tangential tractions.…”

Section: Rigorous Contact Mechanics Solutions For Elastic Solids Coming Intomentioning

confidence: 99%

Tire-Induced Surface Stresses in Flexible Pavements

Soon

Drescher

Stolarski

2004

Transportation Research Record: Journal of the Transportation R

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Site observations of flexible-pavement distress in various countries indicate frequent occurrence of longitudinal cracking in the top asphalt concrete layer. Analytic and numerical studies of multilayer elastic systems subject to wheel loads have linked longitudinal cracking to surface tensile stresses. However, due to the complexity of tire-pavement interaction resulting from tire geometry and loading conditions, accurate and fully representative distribution of surface stresses remains partly unknown. An attempt is made to provide information on surface stresses that derives from both theory and experiments. In particular, contact mechanics solutions are analyzed to gain information on loads that are subsequently used in performing numerical evaluation of surface stresses. Examples of three-dimensional computations using the finite-element code ABAQUS illustrate the analysis. The results indicate a greater potential for tensile stresses outside the tire treads than in the middle of the treads.

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Section: Rigorous Contact Mechanics Solutions For Elastic Solids Coming Intomentioning

confidence: 99%

Tire-Induced Surface Stresses in Flexible Pavements

Soon

Drescher

Stolarski

2004

Transportation Research Record: Journal of the Transportation R

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“… It has been pointed out by some researchers 1 , 2 ) that road pavements are subjected to vertical stress due to vehicles on them as well as shear stress at the time of braking or acceleration of vehicles. In this paper, the results of elastic analysis to obtain the rigorous solution for an elastic two-layer system subjected to surface shear stress are described and it is shown that the effect of shear stresses applied at the surface gives rise to fairly large stresses in the system.…”

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confidence: 99%

Studies on stress distribution in pavements subjected to surface shear forces

Kimura

2014

Proceedings of the Japan Academy. Ser. B: Physical and Biologic

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It has been pointed out by some researchers1,2) that road pavements are subjected to vertical stress due to vehicles on them as well as shear stress at the time of braking or acceleration of vehicles. In this paper, the results of elastic analysis to obtain the rigorous solution for an elastic two-layer system subjected to surface shear stress are described and it is shown that the effect of shear stresses applied at the surface gives rise to fairly large stresses in the system. On the basis of these findings, the author attempts to explain why pavement failure takes place frequently at places such as crossings and curved parts where pavements are subjected to high magnitude of surface shear stresses.

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“…2, 3, 4, 5, 8, 9, 10, 13, 15, 16, 17, 18, 21, 22, 23, 26, 30, 31, 32, 37, 39, 41, 42, 44, 45, 46, 47, 48, 55, 56, 57, 67, 68, 70, 71, 72, 74, 75, 76, 77, 80, 87, 89, 91, 92, 95, 100, 101, 1o2, 108, 116, 127, 128, 140, 144, 147, 152, 154, 155, 175, 202, 203, 204, 205, 208, 216, 217, 218, 221, 223, 224, 226, 227, 228, 230, 231, 232, 233, 234, 235, 237, 238, 240, 241, 242, 244, 245, 246, 247, 250, 254, 258, 260, 262, 263, 270, 273, 274, 276, 280, 281, 283 (7-2) British -ontributions. 6,7,11,12,33,34,38,50,114,145,160,166,181,201,211,215,219,220,222,229,243,251,255,267,271,277,286,303,308 (7-3) French contributions.…”

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confidence: 99%