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Tests have been completed to decide the gradation, fineness modulus, and sulfate content.
This report studied the flexural strength, relative dynamic elastic modulus and sulfate content under sulfate attack incorporating with dynamic flexural loading (stress level = 20%, 40 % and 60), and also analyzed the microstructure and atom ratio of attached samples via SEM and EDS.
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The decrease of durability of structures is induced by the evolution of micro-damage due to the erosion of chlorine and sulfate ions, which is characterized by the reduction of modulus, strength, and toughness of the material.
More sulfate will be available in the sediment and sulfate reduction will increase.
In acid and sulfate attack tests, sulfate-resisting PC was employed for comparison.
Correlation between δSSO4 and sulfate depletion indicated bacterial sulfate reduction.
The effect of sulfate-induced damage on the ultimate strength, strain capacity, initial elastic modulus, and strain-hardening modulus of FRP confined concrete columns is quantified in terms of the two above damage indexes.
In oxide glasses, both Young's modulus and shear modulus do not strongly depend upon the chemical composition.
The Table gives the values of some elastic constants bulk modulus (k), Young's modulus (E), shear modulus, and Poisson's ratio (σp)—at room pressure (1 bar) and high confining pressure (3,000 bars).
Average modulus and modulus variability.
A Young's modulus value for each node of the voxel-derived FE mesh was computed using a nonlinear relationship between Young's modulus and bone ash density.
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