| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 819667 | Composites Part B: Engineering | 2008 | 12 Pages |
Abstract
This paper presents a detailed study on the bond behaviour between high strength CFRP plates and concrete based on double shear tests of 30 bond specimens. Studies show that bond strength increases while increasing the concrete strength, or decreasing the width of CFRP plates; structural adhesives have a significant influence on the bond strength; bond behaviour between CFRP plates and concrete can be improved by rational mechanical anchorages. In addition, a theoretical bond strength model modified from the Niedermeier’s model is proposed for the high strength CFRP plate-to-concrete joints.
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Physical Sciences and Engineering
Engineering
Engineering (General)
Authors
Weichen Xue, Lei Zeng, Yuan Tan,