Development of a transient gradient enhanced non local continuum damage mechanics model for masonry
Jelvehpour, Ali (2016) Development of a transient gradient enhanced non local continuum damage mechanics model for masonry. PhD thesis, Queensland University of Technology.
Due to the advent of varied types of masonry systems a comprehensive failure mechanism of masonry essential for the understanding of its behaviour is impossible to be determined from experimental testing. As masonry is predominantly used in wall structures a biaxial stress state dominates its failure mechanism. Biaxial testing will therefore be necessary for each type of masonry, which is expensive and time consuming. A computational method would be advantageous; however masonry is complex to model which requires advanced computational modelling methods. This thesis has formulated a damage mechanics inspired modelling method and has shown that the method effectively determines the failure mechanisms and deformation characteristics of masonry under biaxial states of loading.
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|Item Type:||QUT Thesis (PhD)|
|Supervisor:||Dhanasekar, Manicka & Liu, Xuemei|
|Keywords:||Continuum damage mechanics, Transient gradient enhanced nonlocal, Interfacial transition zone, Variable Poisson's ratio, Homogenisation, Masonry, Constitutive model, Damage evolution law, Drystack masonry, Failure envelope|
|Divisions:||Current > Schools > School of Civil Engineering & Built Environment
Current > QUT Faculties and Divisions > Science & Engineering Faculty
|Institution:||Queensland University of Technology|
|Deposited On:||20 Apr 2016 05:52|
|Last Modified:||20 Apr 2016 05:52|
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