| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6726341 | Construction and Building Materials | 2013 | 8 Pages |
Abstract
⺠Cyclic shear tests were conducted on anchors embedded to low strength concrete. ⺠The obtained results indicate that increasing the anchor diameter have decreased the shear strength. ⺠A decrease in shear capacity was observed for lower concrete strengths. ⺠A reduction factor is introduced depending on the bar diameter and concrete strength. ⺠Establishing an upper limit for the anchor bar diameter in the related standards is proposed.
Related Topics
Physical Sciences and Engineering
Engineering
Civil and Structural Engineering
Authors
Ãzlem ÃalıÅkan, Salıh Yılmaz, Hasan Kaplan, Nevzat Kıraç,