dc.contributor.author |
Maina, JW
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|
dc.contributor.author |
Ozawa, Y
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|
dc.contributor.author |
Matsui, K
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|
dc.date.accessioned |
2013-02-19T09:49:43Z |
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dc.date.available |
2013-02-19T09:49:43Z |
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dc.date.issued |
2012-10 |
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dc.identifier.citation |
Maina, JW, Ozawa, Y and Matsui, K. 2012. Linear elastic analysis of pavement structure under non-circular loading. Road Materials and Pavement Design, vol. 13(3), pp 403-421 |
en_US |
dc.identifier.issn |
1468-0629 |
|
dc.identifier.uri |
http://www.tandfonline.com/doi/pdf/10.1080/14680629.2012.705419
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|
dc.identifier.uri |
http://hdl.handle.net/10204/6562
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|
dc.description |
Copyright: 2012 Taylor and Francis. This is an ABSTRACT ONLY. The definitive version s published in Road Materials and Pavement Design, vol. 13(3), pp 403-421. http://dx.doi.org/10.1080/14680629.2012.705419 |
en_US |
dc.description.abstract |
Conventional methods for road and airport pavement analyses, such as BISAR and GAMES, were developed based on a cylindrical coordinate system. Because of the loading symmetry due to the assumption that a circular uniformly distributed load is acting on the pavement surface, it was useful to use a cylindrical coordinate system. However, depending on the magnitude of the tire load, several research reports on tire–pavement contact stresses have shown that the contact patch is predominantly rectangular and not circular in shape. Based on this observation and the fact that it may be difficult for most multi-layer linear elastic software packages to make use of the field measured tire–pavement contact stresses, which are rectangular in shape, this paper presents the development of a method for pavement structural analysis considering both uniform and non-uniform loads acting over a rectangular area. In this approach, three components of displacements, which satisfy Navier’s equations, are expressed using Neuber-Papkovich functions.Worked examples for vertical and horizontal loads acting over rectangular area are presented in this paper. In order to verify the validity of the solutions obtained, the results are compared with those obtained from freeware GAMES software, which analyses loads acting over a circular area and is widely used in Japan and South Africa and a number of institutions in Australia, Europe and US. |
en_US |
dc.language.iso |
en |
en_US |
dc.publisher |
Taylor & Francis |
en_US |
dc.relation.ispartofseries |
Workflow;10066 |
|
dc.subject |
Road pavement analysis |
en_US |
dc.subject |
Airport pavement analysis |
en_US |
dc.subject |
Tire loads |
en_US |
dc.subject |
Pavement analysis |
en_US |
dc.subject |
Linear analysis |
en_US |
dc.subject |
Non-circular loads |
en_US |
dc.subject |
Non-uniform loads |
en_US |
dc.subject |
Displacement equations |
en_US |
dc.subject |
Boundary conditions |
en_US |
dc.subject |
Multilayered systems |
en_US |
dc.subject |
Inverse Fourier Transform |
en_US |
dc.subject |
Multiple loading |
en_US |
dc.subject |
Numerical analysis |
en_US |
dc.subject |
Axle loads |
en_US |
dc.title |
Linear elastic analysis of pavement structure under non-circular loading |
en_US |
dc.type |
Article |
en_US |
dc.identifier.apacitation |
Maina, J., Ozawa, Y., & Matsui, K. (2012). Linear elastic analysis of pavement structure under non-circular loading. http://hdl.handle.net/10204/6562 |
en_ZA |
dc.identifier.chicagocitation |
Maina, JW, Y Ozawa, and K Matsui "Linear elastic analysis of pavement structure under non-circular loading." (2012) http://hdl.handle.net/10204/6562 |
en_ZA |
dc.identifier.vancouvercitation |
Maina J, Ozawa Y, Matsui K. Linear elastic analysis of pavement structure under non-circular loading. 2012; http://hdl.handle.net/10204/6562. |
en_ZA |
dc.identifier.ris |
TY - Article
AU - Maina, JW
AU - Ozawa, Y
AU - Matsui, K
AB - Conventional methods for road and airport pavement analyses, such as BISAR and GAMES, were developed based on a cylindrical coordinate system. Because of the loading symmetry due to the assumption that a circular uniformly distributed load is acting on the pavement surface, it was useful to use a cylindrical coordinate system. However, depending on the magnitude of the tire load, several research reports on tire–pavement contact stresses have shown that the contact patch is predominantly rectangular and not circular in shape. Based on this observation and the fact that it may be difficult for most multi-layer linear elastic software packages to make use of the field measured tire–pavement contact stresses, which are rectangular in shape, this paper presents the development of a method for pavement structural analysis considering both uniform and non-uniform loads acting over a rectangular area. In this approach, three components of displacements, which satisfy Navier’s equations, are expressed using Neuber-Papkovich functions.Worked examples for vertical and horizontal loads acting over rectangular area are presented in this paper. In order to verify the validity of the solutions obtained, the results are compared with those obtained from freeware GAMES software, which analyses loads acting over a circular area and is widely used in Japan and South Africa and a number of institutions in Australia, Europe and US.
DA - 2012-10
DB - ResearchSpace
DP - CSIR
KW - Road pavement analysis
KW - Airport pavement analysis
KW - Tire loads
KW - Pavement analysis
KW - Linear analysis
KW - Non-circular loads
KW - Non-uniform loads
KW - Displacement equations
KW - Boundary conditions
KW - Multilayered systems
KW - Inverse Fourier Transform
KW - Multiple loading
KW - Numerical analysis
KW - Axle loads
LK - https://researchspace.csir.co.za
PY - 2012
SM - 1468-0629
T1 - Linear elastic analysis of pavement structure under non-circular loading
TI - Linear elastic analysis of pavement structure under non-circular loading
UR - http://hdl.handle.net/10204/6562
ER -
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en_ZA |