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The Dynamic Increase Factor (DIF) was finally evaluated.
Dynamic increase factor (DIF) values for both the dynamic compressive strength and tensile strength are generated.
The dynamic increase factor is also estimated on the basis of the testing results.
Empirical relations of dynamic increase factor (DIF) for the material properties are derived and presented.
Empirical formulas of dynamic increase factor (DIF) were derived at various strain rates.
The corresponding empirical DIF (dynamic increase factor) relations for spiral SFRC are proposed.
To approximately account for the dynamic effects due to sudden element removal, two different dynamic amplification factors namely, the Load Increase Factor (LIF) and the Dynamic Increase Factor (DIF) in linear and nonlinear static analyses, respectively are suggested.
Effects of the inertia-induced radial confinement on the dynamic increase factor (DIF) of a mortar specimen are investigated in split Hopkinson pressure bar (SHPB) tests.
Results divulge that use of full length of geotextile covering whole width of embankment can increase factor of safety at stiffer slope inclination.
By comparing the full dynamic response with its corresponding quasi-static response, both the displacement-based dynamic increase factor (DIF) and force-based DIF were investigated, respectively.
Empirical formulas of dynamic increase factor for CFRP material are derived for better prediction of material strength at various strain rates.
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