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Rev. IBRACON Estrut. Mater. vol.6 número6

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Figure 1 – Fringes for tensile strain fields (left) and compression strain fields (right)  in diametral compression test (extracted from: Durelli e Parks [13])
Figure 3. The basic rupture characteristics to each of the arrange- arrange-ments shown are:
Figure 6 – Tensile strengths behavior as  function of sample highness or diameter
Figure 7 – Tensile stress distribution in the bottom of thin or thick beams
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