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The shear stress distribution of the prestressed cables was analyzed in a nonlinear finite element method, also the dynamic evolution law of shear stress distribution was researched. It was demonstrated by numerical analysis that, with the increase of load, the whole anchorage system generally underwent elastic stage, elastic-plastic slip stage, elastic-plastic slipping-debonding stage and failure...
This paper provides an overview of the computer simulation software and models of microstructural development in cement based materials. Six representative models are introduced including model provided by H.M. Jennings, HYMOSTRUC, Navi's model, DuCOM, CEMHYD3D and CCBM. Furthermore, the development, hypothesis and application of there models are analyzed. Finally, it is underlined that microstructural...
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