| dc.contributor.author | Özen, Muhammet Ali | |
| dc.contributor.author | Yılmaz, Salih | |
| dc.date.accessioned | 2015-12-07T11:09:01Z | |
| dc.date.available | 2015-12-07T11:09:01Z | |
| dc.date.issued | 2013-05-23 | |
| dc.identifier.uri | http://dspace.epoka.edu.al/handle/1/1193 | |
| dc.description.abstract | Over the past few decades, due to the developments of chemical adhesives, usage of anchorages is spread out in strengthening applications. Anchorages have a vital role to ensure those applications accurate. In case of misapplications, connection between existing structural member and added one may not transfer required forces which means non-efficient retrofitting. Therefore, a number of recommendations are done regarding free-edge distance and embedment depth of axially loaded anchors embedded to both low and normal strength concrete. Furthermore, experimental results are compared with ACI-318 Appendix D recommendations. | en_US |
| dc.language.iso | en | en_US |
| dc.publisher | International Balkans Conferance on Challenges of Civil Engineering | en_US |
| dc.subject | chemical anchors, free-edge distance, embedment depth, tensile strength | en_US |
| dc.title | Design Issues for Axially Loaded Anchors in Strengthening Applications | en_US |
| dc.type | Article | en_US |