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The behavior of strength and deformation of plain concrete under triaxial compression after 0, 25, 50 and 75 cycles of freeze-thaw are experimentally studied using the static and dynamic triaxial experimental machine. The compressive strength, strain at the peak of stress and stress–strain relationship under triaxial compression were measured. The failure modes of concrete specimens are also described...
This study attempts to generate information about the strength and deformation behavior of plain concrete under biaxial compression after 0, 25, 50 and 75 cycles of freezing and thawing. Concrete cubes were tested under biaxial compressive stresses. Five principal compression stress ratios and four different cycles of freeze–thaw were the main variables. Static compressive strengths, stress–strain...
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