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03.05.2016

Energy Dissipation Capacity of Reinforced Concrete Beams Strengthened with CFRP Strips

Erschienen in: Mechanics of Composite Materials | Ausgabe 2/2016

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Abstract

Cyclic loading tests were performed to investigate the energy dissipation capacities of reinforced concrete (RC) beams strengthened with carbon-fiber-reinforced polymer (CFRP) strips. Four RC beams were manufactured and three-point loaded. Responses of the strengthened beams to the cyclic loadings were measured, including deflections at the center of their span and strains of the CFRP strips and reinforcing steel rebars. Based on test results, the energy dissipation capacity of the strengthened beams were evaluated in comparison with that of an unstrengthened control beam.

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Literatur
1.
Zurück zum Zitat A. H. Nilson, D. Darwin, and C. W. Dolan, Design of Concrete Structures, SI Version (14th ed.), McGraw-Hill, New York, USA (2010). A. H. Nilson, D. Darwin, and C. W. Dolan, Design of Concrete Structures, SI Version (14th ed.), McGraw-Hill, New York, USA (2010).
2.
Zurück zum Zitat J. E. Harding, P. Gerard, and M. Ryall, Bridge Management: Inspection, Maintenance, Assessment and Repair, CRC Press, Florida, USA (1996). J. E. Harding, P. Gerard, and M. Ryall, Bridge Management: Inspection, Maintenance, Assessment and Repair, CRC Press, Florida, USA (1996).
3.
Zurück zum Zitat M. D. Macdonald and A. J. J. Calder, “Bonded steel plating for strengthening concrete structures,” Int. J. of Adhesion and Adhesives, 2, No. 2, 119-127 (1982). M. D. Macdonald and A. J. J. Calder, “Bonded steel plating for strengthening concrete structures,” Int. J. of Adhesion and Adhesives, 2, No. 2, 119-127 (1982).
4.
Zurück zum Zitat M. Z. Jumaat and M. A. Alam, “Problems associated with plate bonding methods of strengthening reinforced concrete beams,” J. of Appl. Sci. Res., 2, No. 10, 703-708 (2006). M. Z. Jumaat and M. A. Alam, “Problems associated with plate bonding methods of strengthening reinforced concrete beams,” J. of Appl. Sci. Res., 2, No. 10, 703-708 (2006).
5.
Zurück zum Zitat A. Gallab and A. W. Beeby, “Factors affecting the external prestressing stress in externally strengthened prestressed concrete beams,” J. of Cement and Concrete Composites, 27, No. 9, 945-957 (2005).CrossRef A. Gallab and A. W. Beeby, “Factors affecting the external prestressing stress in externally strengthened prestressed concrete beams,” J. of Cement and Concrete Composites, 27, No. 9, 945-957 (2005).CrossRef
6.
Zurück zum Zitat S. K. Lee, S. Hong, K. B. Han, and S. K. Park, “Structural behavior of RC beam strengthened with external tendons using a lifting hole anchorage system,” J. of Korea institute for Structural Maintenance Inspection, 12, No. 4, 98-106 (2008). S. K. Lee, S. Hong, K. B. Han, and S. K. Park, “Structural behavior of RC beam strengthened with external tendons using a lifting hole anchorage system,” J. of Korea institute for Structural Maintenance Inspection, 12, No. 4, 98-106 (2008).
7.
Zurück zum Zitat M. H. Oh, T. W. Kim, and S. K. Park, “Behavior of RC beam strengthened with an advanced lifting hole anchorage system,” J. of Korea institute for Structural Maintenance Inspection, 14, No. 3, 91-99 (2010). M. H. Oh, T. W. Kim, and S. K. Park, “Behavior of RC beam strengthened with an advanced lifting hole anchorage system,” J. of Korea institute for Structural Maintenance Inspection, 14, No. 3, 91-99 (2010).
8.
Zurück zum Zitat U. Meier, “Strengthening of structures using carbon fibre/epoxy composites,” Construction and Building Materials, 9, No. 6, 341-351 (1995). U. Meier, “Strengthening of structures using carbon fibre/epoxy composites,” Construction and Building Materials, 9, No. 6, 341-351 (1995).
9.
Zurück zum Zitat A. Nanni, “Carbon FRP strengthening: new technology becomes mainstream,” Am. Concrete Institute, 19, No. 6, 19-23 (1997). A. Nanni, “Carbon FRP strengthening: new technology becomes mainstream,” Am. Concrete Institute, 19, No. 6, 19-23 (1997).
10.
Zurück zum Zitat 4. T. Ibell, A. Darby, and S. Denton, “Research issues related to the appropriate use of FRP in concrete structures,” Construction and Building Materials, 23, No. 4, 1521-1528 (2009). 4. T. Ibell, A. Darby, and S. Denton, “Research issues related to the appropriate use of FRP in concrete structures,” Construction and Building Materials, 23, No. 4, 1521-1528 (2009).
11.
Zurück zum Zitat N. K. Kucher, M. P. Zemtsov, and M. N. Zarazovskii, “Deformation behavior and strength of unidirectional carbon fiber laminates,” Mech. Compos. Mater., 42, No. 5, 407-418 (2006).CrossRef N. K. Kucher, M. P. Zemtsov, and M. N. Zarazovskii, “Deformation behavior and strength of unidirectional carbon fiber laminates,” Mech. Compos. Mater., 42, No. 5, 407-418 (2006).CrossRef
12.
Zurück zum Zitat G..A. Chami, M. Theriault, and K. W. Neale, “Creep behaviour of CFRP-strengthened reinforced concrete beams,” Construction and Building Materials, 23, No. 4, 1640-1652 (2009). G..A. Chami, M. Theriault, and K. W. Neale, “Creep behaviour of CFRP-strengthened reinforced concrete beams,” Construction and Building Materials, 23, No. 4, 1640-1652 (2009).
13.
Zurück zum Zitat H. Mivehchi and A. Varvani-Farahani, “Temperature dependence of the stress-fatigue life data of FRP composites,” Mech. Compos. Mater., 47, No. 2, 185-192 (2011).CrossRef H. Mivehchi and A. Varvani-Farahani, “Temperature dependence of the stress-fatigue life data of FRP composites,” Mech. Compos. Mater., 47, No. 2, 185-192 (2011).CrossRef
14.
Zurück zum Zitat M. Venkat Rao, P. Mahajan, and R. K. Mittal, “Effects of architecture on mechanical properties of carbon/carbon composites,” Compos. Struct., 83, No. 2, 131-142 (2008).CrossRef M. Venkat Rao, P. Mahajan, and R. K. Mittal, “Effects of architecture on mechanical properties of carbon/carbon composites,” Compos. Struct., 83, No. 2, 131-142 (2008).CrossRef
15.
Zurück zum Zitat ACI 440R-96, “State-of-the-art report of fiber-reinforced plastic reinforcement for concrete structures,” Am. Concrete Institute, Michigan. USA (1996). ACI 440R-96, “State-of-the-art report of fiber-reinforced plastic reinforcement for concrete structures,” Am. Concrete Institute, Michigan. USA (1996).
16.
Zurück zum Zitat M. Arduini, A. Di Tommaso, and A. Nanni, “Brittle failure in FRP plate and sheet bonded beams,” ACI Structural J., 94, No. 4, 363-370 (1997). M. Arduini, A. Di Tommaso, and A. Nanni, “Brittle failure in FRP plate and sheet bonded beams,” ACI Structural J., 94, No. 4, 363-370 (1997).
17.
Zurück zum Zitat J. F. Chen and J. G. Teng, “Shear capacity of FRP strengthened RC beams: FRP debonding,” Construction and Building Materials, 17, No. 1, 27-41 (2003). J. F. Chen and J. G. Teng, “Shear capacity of FRP strengthened RC beams: FRP debonding,” Construction and Building Materials, 17, No. 1, 27-41 (2003).
18.
Zurück zum Zitat A. Carolin and B. Taljsten “Theoretical study of strengthening for increased shear bearing capacity,” J. of Compos. for Construct., 9, No. 6, 497-506 (2005).CrossRef A. Carolin and B. Taljsten “Theoretical study of strengthening for increased shear bearing capacity,” J. of Compos. for Construct., 9, No. 6, 497-506 (2005).CrossRef
19.
Zurück zum Zitat S. Hong and S. K. Park, “Behavior of concrete columns repaired with a polymer mortar and epoxy fiber panel,” Advances in Mater. Sci. and Eng., 2013, No. 748294, 1-13 (2013).CrossRef S. Hong and S. K. Park, “Behavior of concrete columns repaired with a polymer mortar and epoxy fiber panel,” Advances in Mater. Sci. and Eng., 2013, No. 748294, 1-13 (2013).CrossRef
20.
Zurück zum Zitat S. Hong, “Effect of intermediate crack debonding on the flexural strength of CFRP-strengthened RC beams,” Mech. Compos. Mater., 50, No. 4, 521-534 (2014). S. Hong, “Effect of intermediate crack debonding on the flexural strength of CFRP-strengthened RC beams,” Mech. Compos. Mater., 50, No. 4, 521-534 (2014).
21.
Zurück zum Zitat S. Hong, “Effects of the amount and shape of carbon-fiber-reinforced polymer strengthening elements on the ductile behavior of reinforced concrete beams,” Mech. Compos. Mater., 50, No. 4, 603-614 (2014). S. Hong, “Effects of the amount and shape of carbon-fiber-reinforced polymer strengthening elements on the ductile behavior of reinforced concrete beams,” Mech. Compos. Mater., 50, No. 4, 603-614 (2014).
22.
Zurück zum Zitat R. Hamid and H. Allan, “Concrete beams strengthened with externally bonded FRP plates,” J. of Compos. for Construct., 5, No. 1, 44-56 (2001).CrossRef R. Hamid and H. Allan, “Concrete beams strengthened with externally bonded FRP plates,” J. of Compos. for Construct., 5, No. 1, 44-56 (2001).CrossRef
23.
Zurück zum Zitat L. Ombres and A. Trovato, “FRP-strengthened reinforced concrete beams: A review and assessment of cracking and deflection models,” Mech. Compos. Mater., 45, No. 6, 619-630 (2009).CrossRef L. Ombres and A. Trovato, “FRP-strengthened reinforced concrete beams: A review and assessment of cracking and deflection models,” Mech. Compos. Mater., 45, No. 6, 619-630 (2009).CrossRef
24.
Zurück zum Zitat M. Arduini, A. Di Tommaso, and A. Nanni, “Brittle failure in FRP plate and sheet bonded beams,” ACI Structural J., 94, No. 4, 363-370 (1997). M. Arduini, A. Di Tommaso, and A. Nanni, “Brittle failure in FRP plate and sheet bonded beams,” ACI Structural J., 94, No. 4, 363-370 (1997).
25.
Zurück zum Zitat O. Ahmed, D. V. Gemert, and L. Vanderwalle, “Improved models for the plate end shearing of CFRP-strengthened RC beams,” Cement and Concrete Composites, 23, No. 1, 3-19 (2001). O. Ahmed, D. V. Gemert, and L. Vanderwalle, “Improved models for the plate end shearing of CFRP-strengthened RC beams,” Cement and Concrete Composites, 23, No. 1, 3-19 (2001).
26.
Zurück zum Zitat N. Pesic and K. Pilakoutas, “Concrete beams with externally bonded flexural FRP reinforcement: Analytical investigation of debonding failure,” Composites: Pt B: Eng., 34, No. 4, 327-338 (2003).CrossRef N. Pesic and K. Pilakoutas, “Concrete beams with externally bonded flexural FRP reinforcement: Analytical investigation of debonding failure,” Composites: Pt B: Eng., 34, No. 4, 327-338 (2003).CrossRef
27.
Zurück zum Zitat V. Colotti, G. Spadea, and R. N. Swamy, “Structural model for predicting the failure behavior of plated reinforced concrete beams,” J. Compos. for Construct., 8, No. 2, 104-122 (2004).CrossRef V. Colotti, G. Spadea, and R. N. Swamy, “Structural model for predicting the failure behavior of plated reinforced concrete beams,” J. Compos. for Construct., 8, No. 2, 104-122 (2004).CrossRef
28.
Zurück zum Zitat M. R. Aram, Z. Czaderski, and M. Motavalli, “Debonding failure modes of flexural FRP-strengthened RC beams,” Composites: Pt B: Eng., 39, No. 5, 826-841 (2008).CrossRef M. R. Aram, Z. Czaderski, and M. Motavalli, “Debonding failure modes of flexural FRP-strengthened RC beams,” Composites: Pt B: Eng., 39, No. 5, 826-841 (2008).CrossRef
29.
Zurück zum Zitat D. Y. Cho, S. K. Park, and S. Hong, “Bond-slip behavior of CFRP plate-concrete interface,” Mech. Compos. Mater., 47, No. 5, 529-538 (2011).CrossRef D. Y. Cho, S. K. Park, and S. Hong, “Bond-slip behavior of CFRP plate-concrete interface,” Mech. Compos. Mater., 47, No. 5, 529-538 (2011).CrossRef
30.
Zurück zum Zitat R. Park and T. Paulay, Reinforced Concrete Structures, John Wiley & Sons, N. Y., USA (1975).CrossRef R. Park and T. Paulay, Reinforced Concrete Structures, John Wiley & Sons, N. Y., USA (1975).CrossRef
31.
Zurück zum Zitat J. Y. Park, “Behavior of RC beams strengthened with carbon fiber sheets under repeated loading,” J. of Korea Institute for Structural Maintenance Inspection, 10, No. 4, 183-192 (2006). J. Y. Park, “Behavior of RC beams strengthened with carbon fiber sheets under repeated loading,” J. of Korea Institute for Structural Maintenance Inspection, 10, No. 4, 183-192 (2006).
Metadaten
Titel
Energy Dissipation Capacity of Reinforced Concrete Beams Strengthened with CFRP Strips
Publikationsdatum
03.05.2016
Erschienen in
Mechanics of Composite Materials / Ausgabe 2/2016
Print ISSN: 0191-5665
Elektronische ISSN: 1573-8922
DOI
https://doi.org/10.1007/s11029-016-9576-1

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