Effect of Micro-Particle Additions on Frictional Energy Dissipation and Strength of Concrete
This thesis is divided in two parts. The first part is devoted to the micro-macro modeling of the behavior of concrete under cyclic loading. Correlations between microscopic (frictional sliding of mesocracks) and macroscopic (energy dissipation) properties are investigated. The second part focuses o...
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Virginia Tech
2014
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| Online Access: | http://hdl.handle.net/10919/31303 http://scholar.lib.vt.edu/theses/available/etd-02212006-130615/ |