Viscoelastic{Viscoplastic Damage Model for Asphalt Concrete

Viscoelastic{Viscoplastic Damage Model for Asphalt Concrete

This thesis presents a continuum model for asphalt concrete incorporating non- linear viscoelasticity, viscoplasticity, mechanically-induced damage and moisture- induced damage. The Schapery single-integral viscoelastic model describes the nonlinear viscoelastic response. The viscoplastic model of P...

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Bibliographic Details
Main Author: Graham, Michael A.
Other Authors: Abu Al-Rub, Rashid K.
Format: Others
Language:en_US
Published: 2010
Subjects:
Continuum damage mechanics
Solid mechanics
Viscoelastic
Viscoplastic
Asphalt concrete
Bituminous materials
Composite materials
Online Access:http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-800

Internet

http://hdl.handle.net/1969.1/ETD-TAMU-2009-08-800

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