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Determining of Shear Modulus for the Samples Circular and Hollow Circular Cross-Section
Abstract:
The contribution is focused on estimating the shear modulus of the samples of circular and hollow circular sections by static method. The samples were loaded by simple torsion, individual sections were stressed by shear stress. Theoretical basis are determined by linear elasticity and strength theory and they define the relation between shear modulus, maximum shear stress and relative strains. Relative strains are determined by using measurement apparatus and measurement system Quantum X MX 840.
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298-304
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August 2016
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© 2016 Trans Tech Publications Ltd. All Rights Reserved
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