Experimental study and analysis on fatigue stiffness of RC beams strengthened with CFRP and steel plate
The objective of this work is to investigate the fatigue behavior of reinforced concrete (RC) beams strengthened with externally bonded carbon fiber reinforced polymer (CFRP) and steel plate. An experimental investigation and theoretical analysis were made on the law of deflection development and st...
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Published in | Journal of Central South University Vol. 23; no. 3; pp. 701 - 707 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
Changsha
Central South University
01.03.2016
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Subjects | |
Online Access | Get full text |
ISSN | 2095-2899 2227-5223 |
DOI | 10.1007/s11771-016-3115-z |
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Abstract | The objective of this work is to investigate the fatigue behavior of reinforced concrete (RC) beams strengthened with externally bonded carbon fiber reinforced polymer (CFRP) and steel plate. An experimental investigation and theoretical analysis were made on the law of deflection development and stiffness degradation, as well as the influence of fatigue load ranges. Test results indicate that the law of three-stage change under fatigue loading is followed by both midspan deflection and permanent deflection, which also have positive correlation with fatigue load amplitude. Fatigue stiffness of composite strengthened beams degrades gradually with the increasing of number of cycles. Based on the experimental results, a theoretical model by effective moment of inertia method is developed for calculating the sectional stiffness of such composite strengthened beams under fatigue loading, and the calculated results are in good agreement with the experimental results. |
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AbstractList | The objective of this work is to investigate the fatigue behavior of reinforced concrete (RC) beams strengthened with externally bonded carbon fiber reinforced polymer (CFRP) and steel plate. An experimental investigation and theoretical analysis were made on the law of deflection development and stiffness degradation, as well as the influence of fatigue load ranges. Test results indicate that the law of three-stage change under fatigue loading is followed by both midspan deflection and permanent deflection, which also have positive correlation with fatigue load amplitude. Fatigue stiffness of composite strengthened beams degrades gradually with the increasing of number of cycles. Based on the experimental results, a theoretical model by effective moment of inertia method is developed for calculating the sectional stiffness of such composite strengthened beams under fatigue loading, and the calculated results are in good agreement with the experimental results. |
Author | Wang, Kang-hao Lu, Yi-yan Li, Shan Hu, Ling |
Author_xml | – sequence: 1 givenname: Yi-yan surname: Lu fullname: Lu, Yi-yan email: yylu901@163.com organization: School of Civil Engineering, Wuhan University – sequence: 2 givenname: Ling surname: Hu fullname: Hu, Ling organization: School of Civil Engineering, Wuhan University – sequence: 3 givenname: Shan surname: Li fullname: Li, Shan organization: School of Civil Engineering, Wuhan University – sequence: 4 givenname: Kang-hao surname: Wang fullname: Wang, Kang-hao organization: School of Civil Engineering, Wuhan University |
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Cites_doi | 10.1016/j.compositesb.2012.09.057 10.1016/j.conbuildmat.2010.03.008 10.1016/j.conbuildmat.2006.10.009 10.1007/s11431-012-5031-2 10.1016/j.compositesb.2012.01.071 10.1007/s11771-013-1482-2 10.1016/j.compositesb.2007.05.002 10.1016/j.conbuildmat.2010.07.035 10.1061/(ASCE)ST.1943-541X.0000714 10.1016/j.engstruct.2012.03.024 10.1016/j.conbuildmat.2011.03.045 |
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Keywords | carbon fiber reinforced polymer steel plate composite strengthening technique fatigue stiffness reinforced concrete beams |
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Title | Experimental study and analysis on fatigue stiffness of RC beams strengthened with CFRP and steel plate |
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