Table 17 - uploaded by Emad El-Dardiry
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Normal stress (S11) at the horizontal axis of concrete contained dolomite and modeled as a double-phase material -mid section
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The characterization of concrete on macrostructure based evaluation using the numerical techniques is still limited because modeling the concrete as a single-phase material. Therefore, misunderstanding the actual behavior of the concrete elements is the end result. On the other hand, microstructural analysis are still qualitative technique and very...
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