Use of CFRP Overlays to Repair Fatigue Damage in Steel Plates under Tension LoadingSource: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 004Author:Fatih Alemdar
,
Regan Gangel
,
Adolfo Matamoros
,
Caroline Bennett
,
Ron Barrett-Gonzalez
,
Stan Rolfe
,
Hao Liu
DOI: 10.1061/(ASCE)CC.1943-5614.0000368Publisher: American Society of Civil Engineers
Abstract: Fiber-reinforced polymer (FRP) overlays have been successfully used in the aerospace industry to repair fatigue damage in aluminum plates. With this success there is potential for use of similar FRP overlays to repair fatigue damage in aging steel bridge structures. This study investigated the effectiveness of repairing fatigue damage in steel plate with adhesively bonded carbon fiber–reinforced polymer (CFRP) overlays. A total of 15 steel plate specimens with preexisting fatigue cracks were repaired with varying thicknesses of CFRP overlays to evaluate the effect of the ratio of axial stiffness of the composite to that of the underlying steel, the axial stiffness ratio (SR), on increased fatigue life and decreased applied stress. The results showed that increasing the axial stiffness ratio from 0 to 0.4 could increase the fatigue life by a factor of 10 for the most extreme conditions, and with an optimal axial stiffness ratio infinite fatigue life may be reached. Fatigue life of the steel specimens in this study was found to be dependent on both axial stiffness and applied stress range. Results from finite-element analyses validated the use of axial stiffness as a design parameter and correlated to the experimental results discussed.
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| contributor author | Fatih Alemdar | |
| contributor author | Regan Gangel | |
| contributor author | Adolfo Matamoros | |
| contributor author | Caroline Bennett | |
| contributor author | Ron Barrett-Gonzalez | |
| contributor author | Stan Rolfe | |
| contributor author | Hao Liu | |
| date accessioned | 2017-05-08T21:36:46Z | |
| date available | 2017-05-08T21:36:46Z | |
| date copyright | August 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29cc%2E1943-5614%2E0000372.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/57511 | |
| description abstract | Fiber-reinforced polymer (FRP) overlays have been successfully used in the aerospace industry to repair fatigue damage in aluminum plates. With this success there is potential for use of similar FRP overlays to repair fatigue damage in aging steel bridge structures. This study investigated the effectiveness of repairing fatigue damage in steel plate with adhesively bonded carbon fiber–reinforced polymer (CFRP) overlays. A total of 15 steel plate specimens with preexisting fatigue cracks were repaired with varying thicknesses of CFRP overlays to evaluate the effect of the ratio of axial stiffness of the composite to that of the underlying steel, the axial stiffness ratio (SR), on increased fatigue life and decreased applied stress. The results showed that increasing the axial stiffness ratio from 0 to 0.4 could increase the fatigue life by a factor of 10 for the most extreme conditions, and with an optimal axial stiffness ratio infinite fatigue life may be reached. Fatigue life of the steel specimens in this study was found to be dependent on both axial stiffness and applied stress range. Results from finite-element analyses validated the use of axial stiffness as a design parameter and correlated to the experimental results discussed. | |
| publisher | American Society of Civil Engineers | |
| title | Use of CFRP Overlays to Repair Fatigue Damage in Steel Plates under Tension Loading | |
| type | Journal Paper | |
| journal volume | 18 | |
| journal issue | 4 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000368 | |
| tree | Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 004 | |
| contenttype | Fulltext |