This study was carried out to investigate the influences of elastic moduli of the dowel-core combination on the stress distribution in the root by the use of 2-dimensional finite element analysis. The peak stress at the dowel-cement interface was influenced strongly by a change of elastic modulus of the post (from 20, 000kg/mm
2 as a hard prefabricated post to 8, 000kg/mm
2 as a custom cast post) for both vertical and 45 degree oblique loading (ρ>90%). Peak dentinal stress adjacent to the luting cement layer depended only on the post material for vertical loading (ρ≈99%). In contrast, the post and core materials (from 8, 000kg/mm
2 as cast core to 300kg/mm
2 as composite resin core) acted in cooperation on the stress magnitude for oblique loading, but the influence of the core material was stronger than that of the post (ρ of core≈41% and ρ of post≈26%).
On the other hand, at the marginal region the effect of the core material contributed more than 86% to the peak stress value for both loadings, and the post material affected at most about 11% of the bending resistance.
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