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Tensile strength, Young's modulus, and strain data were obtained.
The tensile modulus and strain to failure are also observed to increase slightly by increasing the strain rate.
The effects of strain rate on mechanical properties (maximum strength, modulus, and strain to failure) are considered.
Mechanical parameters of the composite materials such as; tensile strength, Young's modulus, and strain to failure were measured.
Elastic modulus and strain invariants are evaluated to interpret the effect on the stiffness of the resin and resistance to distortional and dilatational failure.
The average CNT fiber strength, modulus and strain to failure are 1.2 ± 0.3 GPa, 43.3 ± 7.4 GPa and 2.7 ± 0.5%, respectively.
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This method proposes to link the indentation unloading curve to elastic modulus and strain-hardening properties.
Currently the mechanical characteristics (hardness, elastic modulus and strain-rate sensitivity), micromorphology, and the variation in interface chemical composition are being examined.
Also, the indentation hardness is seen to increase with the Young's modulus and strain-hardening level of the indented material for both conical and spherical indentations.
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.
The sample numerical results obtained using the two newly developed models reveal that the indentation hardness increases with the Young's modulus and strain-hardening level of the indented material.
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