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The effective elastic modulus and compressive strength of scaffolds have been calculated as 1.1 ± 0.9 GPa and 37 ± 13.5 MPa with progressive failure for homogeneous structured scaffold; and 1.8 ± 0.9 GPa and 71 ± 9.5 MPa for gradient-structured scaffold with saw-tooth fracture mode and sudden incognito failure zones. The finite element analysis reveals more bulk stress onto the gradient scaffolds when compared to the homogeneous counterpart. The findings demonstrate that as-produced composite ceramic scaffolds can pave the way for trea
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