| dc.creator |
DEMİR, Fuat |
|
| dc.creator |
DİLMAÇ, Hakan |
|
| dc.date |
2013-11-30T22:00:00Z |
|
| dc.date.accessioned |
2020-10-06T11:21:53Z |
|
| dc.date.available |
2020-10-06T11:21:53Z |
|
| dc.identifier |
bd39be7f-9c78-4385-bae1-7a1649f7d9ce |
|
| dc.identifier |
10.1007/s00521-013-1489-5 |
|
| dc.identifier |
https://avesis.sdu.edu.tr/publication/details/bd39be7f-9c78-4385-bae1-7a1649f7d9ce/oai |
|
| dc.identifier.uri |
http://acikerisim.sdu.edu.tr/xmlui/handle/123456789/70784 |
|
| dc.description |
In this study, an adaptive network-based fuzzy inference system (ANFIS) approach is presented for modeling of high-strength concrete under uniaxial loading. The ANFIS approach applied to test the data of concrete cylinder test is available in the literature. In this paper, the stress-strain behavior of high-strength concrete subjected to axial load is obtained by using the ANFIS model. It is shown that the present model can predict the stress-strain behavior of concrete accurately by taking into account the effective parameters. The advantage of the proposed approach is that the stress-strain behavior of high-strength concrete can be predicted easily. The results of ANFIS approach are compared with the analytical models given in various studies concerning cylinder tests. The ANFIS approach results given show a good agreement with the experimental results. |
|
| dc.language |
eng |
|
| dc.rights |
info:eu-repo/semantics/closedAccess |
|
| dc.title |
Stress-strain modeling of high-strength concrete by the adaptive network-based fuzzy inference system (ANFIS) approach |
|
| dc.type |
info:eu-repo/semantics/article |
|