| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6758496 | NDT & E International | 2013 | 7 Pages |
Abstract
A very good correlation between dynamic and static elastic moduli was achieved so that the second can be easily estimated from the first. Additionally, a better correlation was obtained between the dynamic elastic modulus and compressive strength of mortars when compared to the static counterpart.
Keywords
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Vladimir G. Haach, Ricardo Carrazedo, Luciane M.F. Oliveira, Márcio R.S. Corrêa,