Various size effect relations applied for the concrete structures

In this study, the size effect test results of the concrete structures were used and various size effect equations were applied. Different loadings were applied on the test specimens. Analytical and graphical results of the fracture parameters were given using the Linear I, Linear n, Non-linear, MFSL and MSEL analysis. Size effect equations of Bazant, Kim and Carpinteri used for each test were applied. Test specimens of geometrically similar with different sizes were used.KeyWords : Concrete buildings, direct tension, indirect tension, eccentric compression, slenderness, bending, shear, torsion, stress, failure, fracture mechanics, size effect, brittleness, anchored, unanchored, regression.