| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6774404 | Structures | 2018 | 33 Pages |
Abstract
Both small and full-scale tests were conducted. The small-scale repair tests included third point loading composite prism tests as well as bond strength tests. The full-scale tests included a total of nine beam specimens. One set of three control beams (CC), and two sets of three repair beams representing either 10% (C-10) or 15% (C-15) Type K cement replacement. Results of this study showed that the two repair concretes examined throughout this study, C-10 and C-15, showed comparable load-carrying capacities to the monolithic control beams.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Mahdi Arezoumandi, Corey Wirkman, Jeffery S. Volz,