351 |
On the geometrically nonlinear constant moment triangle (with a note on drilling rotations)Providas, Efthimios January 1990 (has links)
No description available.
|
352 |
Direct and inverse scattering by rough surfacesRoss, Christopher Roger January 1996 (has links)
No description available.
|
353 |
The reduction tomography of materials-forming processesToft, Malcolm January 1999 (has links)
No description available.
|
354 |
Dimensional reduction of stress analysis modelsDonaghy, Richard James January 1998 (has links)
No description available.
|
355 |
The mathematical modelling of the structural integrity of cast enclosures in switchgear applicationsDesborough, Michael January 1996 (has links)
No description available.
|
356 |
Structural and preparative studies of doped silica glassesAubonnet, Severine January 1999 (has links)
No description available.
|
357 |
The stress-strain behaviour of dry granular material subjected to repeated loading in a hollow cylinder apparatusRichardson, Ian R. January 1999 (has links)
No description available.
|
358 |
The Development of Asphalt Mix Creep Parameters and Finite Element Modeling of Asphalt RuttingUzarowski, Ludomir 12 January 2007 (has links)
Asphalt pavement rutting is one of the most commonly observed pavement distresses and is a major safety concern to transportation agencies. Millions of dollars are reportedly spent annually to repair rutted asphalt pavements. Research into improvements of hot-mix asphalt materials, mix designs and methods of pavement evaluation and design, including laboratory and field testing, can provide extended pavement life and significant cost savings in pavement maintenance and rehabilitation.
This research describes a method of predicting the behaviour of various asphalt mixes and linking these behaviours to an accelerated performance testing tool and pavement in-situ performance. The elastic, plastic, viscoelastic and viscoplastic components of asphalt mix deformation are also examined for their relevance to asphalt rutting prediction. The finite element method (FEM) allows for analysis of nonlinear viscoplastic behaviour of asphalt mixes.
This research determines the critical characteristics of asphalt mixes which control rutting potential and investigates the methods of laboratory testing which can be used to determine these characteristics. The Hamburg Wheel Rut Tester (HWRT) is used in this research for asphalt laboratory accelerated rutting resistance testing and for calibration of material parameters developed in triaxial repeated load creep and creep recovery testing. The rutting resistance criteria used in the HWRT are developed for various traffic loading levels.
The results and mix ranking associated with the laboratory testing are compared with the results and mix ranking associated with FEM modeling and new mechanistic-empirical method of pavement design analyses. A good relationship is observed between laboratory measured and analytically predicted performance of asphalt mixes.
The result of this research is a practical framework for developing material parameters in laboratory testing which can be used in FEM modeling of accelerated performance testing and pavement in-situ performance.
|
359 |
An investigation of the mechanical performance of diamond coated materials by finite element analysisPak, Sŏng-jun January 2000 (has links)
No description available.
|
360 |
Investigations into low band-gap, semiconducting polymersMills, Christopher Alan January 2001 (has links)
No description available.
|
Page generated in 0.0738 seconds