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dc.contributor.authorReberg, Andrew Steven
dc.description.abstractIt is well known that the formation and propagation of microcracks within concrete is anisotropic in nature, and has a degrading effect on its mechanical performance. In this thesis an anisotropic damage mechanics model is formulated for concrete which can predict the behavior of the material subjected to monotonic loading, fatigue loading, and freeze-thaw cycles. The constitutive model is formulated using the general framework of the internal variable theory of thermodynamics. Kinetic relations are used to describe the directionality of damage accumulation and the associated softening of mechanical properties. The rate independent model is then extended to cover fatigue loading cycles and freeze-thaw cycles. Two simple softening functions are used to predict the mechanical properties of concrete as the number of cyclic loads as well as freeze-thaw cycles increases. The model is compared with experimental data for fatigue and freeze-thaw performance of plain concrete.en_US
dc.publisherNorth Dakota State Universityen_US
dc.rightsNDSU Policy 190.6.2
dc.titleAn Anisotropic Damage Mechanics Model for Concrete with Applications for Fatigue Loading and Freeze-Thaw Effectsen_US
dc.typeThesisen_US
dc.date.accessioned2017-12-06T00:15:00Z
dc.date.available2017-12-06T00:15:00Z
dc.date.issued2013
dc.identifier.urihttps://hdl.handle.net/10365/26994
dc.subject.lcshAnisotropyen_US
dc.subject.lcshContinuum damage mechanicsen_US
dc.subject.lcshConcrete -- Fatigueen_US
dc.description.sponsorshipDOT-MPC granten_US
dc.description.sponsorshipDepartment of Civil Engineering, North Dakota State Universityen_US
dc.rights.urihttps://www.ndsu.edu/fileadmin/policy/190.pdf
ndsu.degreeMaster of Science (MS)en_US
ndsu.collegeEngineeringen_US
ndsu.departmentCivil and Environmental Engineeringen_US
ndsu.programCivil Engineeringen_US
ndsu.advisorYazdani, Frank


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