dc.contributor.author |
De Beer, Morris
|
|
dc.contributor.author |
Maina, JW
|
|
dc.date.accessioned |
2008-08-21T07:37:33Z |
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dc.date.available |
2008-08-21T07:37:33Z |
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dc.date.issued |
2008-07 |
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dc.identifier.citation |
De Beer, M. and Maina, J.W. 2008. Some fundamental definitions of the elastic parameters for homogeneous isotropic linear elastic materials in pavement design and analysis. Partnership for research and progress in Transportation. 27th Southern African Transport Conference (SATC), Pretoria, South Africa, July 7-11, 2008, pp 14 |
en |
dc.identifier.isbn |
978-1-920017-34-7 |
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dc.identifier.uri |
http://hdl.handle.net/10204/2401
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|
dc.description |
Paper presented at the 27th Annual Southern African Transport Conference 7 - 11 July 2008 "Partnership for research and progress in transportation", CSIR International Convention Centre, Pretoria, South Africa |
en |
dc.description.abstract |
This paper is a brief introduction to some of the well known fundamental engineering properties of homogeneous isotropic linear elastic materials. It specifically shows the relationships between different elastic moduli. It covers some of the extensive (but not so well known) relationships between the various moduli of these materials and also illustrates the importance of parameters such as Poisson’s Ratio. The aim of the paper is to summarise the fundamental elastic properties of the above types of materials, as well as their interrelationships and to use these as background to engineering in road modelling and simulation. An additional aim is to show that moduli measured under different conditions should probably be treated differently, such as creep speed measurements of elastic surface deflection basins carried out with the Benkelman Beam (BB) (or Road Surface Deflectometer (RSD)) associated with Heavy Vehicle Simulator (HVS) testing, and those measured under relatively short time impulse loading (i.e. seismic) by means of the Falling Weight Deflectometer (FWD) |
en |
dc.language.iso |
en |
en |
dc.publisher |
Southern African Transport Conference (SATC) |
en |
dc.subject |
Elastic parameters |
en |
dc.subject |
Homogenous isotropic linear materials |
en |
dc.subject |
Road modelling |
en |
dc.subject |
Benkelman Beam |
en |
dc.subject |
Road Surface Deflectometer |
en |
dc.subject |
Heavy Vehicle Simulator |
en |
dc.subject |
Faling Weight Deflectometer |
en |
dc.subject |
SATC |
en |
dc.title |
Some fundamental definitions of the elastic parameters for homogenous isotropic linear materials in road design and analysis |
en |
dc.type |
Conference Presentation |
en |
dc.identifier.apacitation |
De Beer, M., & Maina, J. (2008). Some fundamental definitions of the elastic parameters for homogenous isotropic linear materials in road design and analysis. Southern African Transport Conference (SATC). http://hdl.handle.net/10204/2401 |
en_ZA |
dc.identifier.chicagocitation |
De Beer, Morris, and JW Maina. "Some fundamental definitions of the elastic parameters for homogenous isotropic linear materials in road design and analysis." (2008): http://hdl.handle.net/10204/2401 |
en_ZA |
dc.identifier.vancouvercitation |
De Beer M, Maina J, Some fundamental definitions of the elastic parameters for homogenous isotropic linear materials in road design and analysis; Southern African Transport Conference (SATC); 2008. http://hdl.handle.net/10204/2401 . |
en_ZA |
dc.identifier.ris |
TY - Conference Presentation
AU - De Beer, Morris
AU - Maina, JW
AB - This paper is a brief introduction to some of the well known fundamental engineering properties of homogeneous isotropic linear elastic materials. It specifically shows the relationships between different elastic moduli. It covers some of the extensive (but not so well known) relationships between the various moduli of these materials and also illustrates the importance of parameters such as Poisson’s Ratio. The aim of the paper is to summarise the fundamental elastic properties of the above types of materials, as well as their interrelationships and to use these as background to engineering in road modelling and simulation. An additional aim is to show that moduli measured under different conditions should probably be treated differently, such as creep speed measurements of elastic surface deflection basins carried out with the Benkelman Beam (BB) (or Road Surface Deflectometer (RSD)) associated with Heavy Vehicle Simulator (HVS) testing, and those measured under relatively short time impulse loading (i.e. seismic) by means of the Falling Weight Deflectometer (FWD)
DA - 2008-07
DB - ResearchSpace
DP - CSIR
KW - Elastic parameters
KW - Homogenous isotropic linear materials
KW - Road modelling
KW - Benkelman Beam
KW - Road Surface Deflectometer
KW - Heavy Vehicle Simulator
KW - Faling Weight Deflectometer
KW - SATC
LK - https://researchspace.csir.co.za
PY - 2008
SM - 978-1-920017-34-7
T1 - Some fundamental definitions of the elastic parameters for homogenous isotropic linear materials in road design and analysis
TI - Some fundamental definitions of the elastic parameters for homogenous isotropic linear materials in road design and analysis
UR - http://hdl.handle.net/10204/2401
ER -
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en_ZA |