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 |