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The testing results indicated that the tensile failure of the soil columns is brittle, and the strain before failure can be neglected.
For instance, these same nanocrystalline metals are almost always brittle9,10, with very little global plastic strain before failure, negating the value of their high strength in many cases.
CFRP sheets reached the ultimate strain at failure load when the steel bars reached the ultimate strain before failure load due to the effect of strengthening application.
For strengthened slabs, the rupture of CFRP sheets was the control mode of failure, the CFRP sheets reached the ultimate strain at failure load when the steel bars reached the ultimate strain before failure load due to strengthening technique.
The strain of shear reinforcement reaches the yield strain after flexural yielding and concrete failure.
For MEM-1 5 MEM-1 5-1:1, andshown in Figs. 9 and 10, respectively, at the ultiMEM-1 1ate, MEM-1 1dinas barshownmin-span got very large strains up to ultimate strain both in tension and in compression, while longitudinal bars and stirrups at the L/4-section did not reach yield strain, which conFigss that flexural failure occurred while shear failure did not.
Nonetheless, it can be observed that the proposed design technique uses the reinforcing steel more efficiently since most of the recorded strains at failure are within the vicinity of the yield strain of the steel.
For a representative yield strain of 0.3% for copper, FEA suggests reversibility for applied strains up to ~168%.
Yield strain of rebar.
Yield strain of reinforcing steel bar.
Yield strain of the reinforcing steel bars.
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