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- W2084691037 abstract "This work reports the results of Young’s modulus of elasticity obtained for 3 types of engineered stones. Using parallelepiped specimens with dimensions 150 30 20 mm3, Young’s modulus is determined by different methods: static and dynamic. Via quasi-static deformation tests: - uniaxial tension, - uniaxial compression, and, - pure bending (i.e. symmetrical four-point bending), determination of Young’s modulus was carried out by means of the conventional electric-resistance extensometry with strain-gauge strips glued to the specimens. The results obtained from these quasi-static deformation tests are compared with the results of dynamic Young’s modulus obtained with RFDA equipment (Resonant Frequency & Damping Analyser) using the parallelepiped specimens in a flexural vibration mode. Dynamic Young’s modulus was also evaluated through measurements of ultrasonic pulses velocity. Composition and microstructures of the materials under investigation are also presented and discussed." @default.
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- W2084691037 date "2013-04-01" @default.
- W2084691037 modified "2023-09-25" @default.
- W2084691037 title "Comparison of Young’s Moduli of Engineered Stones Using Different Test Methods" @default.
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- W2084691037 doi "https://doi.org/10.4028/www.scientific.net/kem.548.220" @default.
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