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Volumn 37, Issue 6, 2010, Pages 842-854

Deflection of superelastic shape memory alloy reinforced concrete beams: Assessment of existing models

Author keywords

Load deflection; Moment area method; Moment curvature; Reinforced concrete; Sectional analysis; Shape memory alloys

Indexed keywords

AREA METHOD; LOAD DEFLECTION; MOMENT-AREA METHOD; SECTIONAL ANALYSIS; SHAPE MEMORY ALLOY;

EID: 77953756333     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/L10-038     Document Type: Article
Times cited : (15)

References (39)
  • 2
    • 33745674292 scopus 로고    scopus 로고
    • ACI, proposed revision (440.1R-04). American Concrete Institute (ACI), Farmington Hills, Mich
    • ACI. 2004. Guide for the design and construction of concrete reinforced with FRP bars, proposed revision (440.1R-04). American Concrete Institute (ACI), Farmington Hills, Mich. 35 pp.
    • (2004) Guide for the Design and Construction of Concrete Reinforced With FRP Bars , pp. 35
  • 3
    • 25444432461 scopus 로고    scopus 로고
    • ACI, (ACI319R-05). ACI Committee 318. American Concrete Institute (ACI), Farmington Hills, Mich., Ackley, D.H
    • ACI. 2005. Building code requirements for structural concrete (ACI318-05) and commentary (ACI319R-05). ACI Committee 318. American Concrete Institute (ACI), Farmington Hills, Mich., 430 pp. Ackley, D.H
    • (2005) Building Code Requirements for Structural Concrete (ACI318-05) and Commentary , pp. 430
  • 4
    • 36248942031 scopus 로고    scopus 로고
    • Utilizing shape memory alloys to enhance the performance and safety of civil infrastructure: A review
    • doi:10.1139/L07-038
    • Alam, M.S., Youssef, M.A., and Nehdi, M. 2007. Utilizing shape memory alloys to enhance the performance and safety of civil infrastructure: a review. Canadian Journal of Civil Engineering, 34(9): 1075-1086. doi:10.1139/L07-038.
    • (2007) Canadian Journal of Civil Engineering , vol.34 , Issue.9 , pp. 1075-1086
    • Alam, M.S.1    Youssef, M.A.2    Nehdi, M.3
  • 5
    • 0029772233 scopus 로고    scopus 로고
    • Flexural response of concrete beams reinforced with FRP reinforcing bars
    • Benmokrane, B., Chaallal, O., and Masmoudi, R. 1996. Flexural response of concrete beams reinforced with FRP reinforcing bars. ACI Structural Journal, 91(2): 46-55.
    • (1996) ACI Structural Journal , vol.91 , Issue.2 , pp. 46-55
    • Benmokrane, B.1    Chaallal, O.2    Masmoudi, R.3
  • 6
    • 36348948148 scopus 로고    scopus 로고
    • Rational model for calculating deflection of reinforced concrete beams and slabs
    • doi:10.1139/L07-020
    • Bischoff, P.H. 2007a. Rational model for calculating deflection of reinforced concrete beams and slabs. Canadian Journal of Civil Engineering, 34(8): 992-1002. doi:10.1139/L07-020.
    • (2007) Canadian Journal of Civil Engineering , vol.34 , Issue.8 , pp. 992-1002
    • Bischoff, P.H.1
  • 7
    • 33846979836 scopus 로고    scopus 로고
    • Effective moment of inertia for calculating deflections of concrete members containing steel reinforcement and fiber-reinforced polymer reinforcement
    • Bischoff, P.H. 2007b. Effective moment of inertia for calculating deflections of concrete members containing steel reinforcement and fiber-reinforced polymer reinforcement. ACI Structural Journal, 104(1): 68-75.
    • (2007) ACI Structural Journal , vol.104 , Issue.1 , pp. 68-75
    • Bischoff, P.H.1
  • 9
    • 0000816801 scopus 로고    scopus 로고
    • Long-term deflections of GFRP-reinforced concrete beams
    • Tucson, Ariz., 15-17 January 1996. Edited by H. Saadatmanesh and M.R. Ehsani. University of Arizona, Tucson, Ariz
    • Brown, V.L., and Bartholomew, C.L. 1996. Long-term deflections of GFRP-reinforced concrete beams. In ICCI'96: Proceedings of the 1st International Conference on Composites in Infrastructures, Tucson, Ariz., 15-17 January 1996. Edited by H. Saadatmanesh and M.R. Ehsani. University of Arizona, Tucson, Ariz. pp. 389-400.
    • (1996) ICCI'96: Proceedings of the 1st International Conference on Composites in Infrastructures , pp. 389-400
    • Brown, V.L.1    Bartholomew, C.L.2
  • 11
    • 0029225092 scopus 로고
    • Experimental and analytical studies of shape-memory alloy dampers for structural control
    • San Diego, Calif., 1 March 1995. Edited by C.D. Johnson. Proceedings of SPIE, The International Society for Optical Engineering, Bellingham, Wash
    • Clark, P.W., Aiken, I.D., Kelly, J.M., Higashino, M., and Krumme, R.C. 1995. Experimental and analytical studies of shape-memory alloy dampers for structural control. In Smart Structures and Materials 1995: Passive Damping, San Diego, Calif., 1 March 1995. Edited by C.D. Johnson. Proceedings of SPIE Vol. 2445, The International Society for Optical Engineering, Bellingham, Wash. pp. 241-251.
    • (1995) Smart Structures and Materials 1995: Passive Damping , vol.2445 , pp. 241-251
    • Clark, P.W.1    Aiken, I.D.2    Kelly, J.M.3    Higashino, M.4    Krumme, R.C.5
  • 12
    • 0003442468 scopus 로고    scopus 로고
    • CSA, CSA standard A23.3-04, Canadian Standards Association (CSA), Rexdale, Ont
    • CSA. 2004. Design of concrete structures. CSA standard A23.3-04, Canadian Standards Association (CSA), Rexdale, Ont. 240 pp.
    • (2004) Design of Concrete Structures , pp. 240
  • 13
    • 0036496414 scopus 로고    scopus 로고
    • Seismic retrofit of simply supported bridges using shape memory alloys
    • doi:10.1016/S0141-0296(01)00098-0
    • DesRoches, R., and Delemont, R. 2002. Seismic retrofit of simply supported bridges using shape memory alloys. Engineering Structures, 24(3): 325-332. doi:10.1016/S0141-0296(01)00098-0.
    • (2002) Engineering Structures , vol.24 , Issue.3 , pp. 325-332
    • Desroches, R.1    Delemont, R.2
  • 14
    • 70449523336 scopus 로고    scopus 로고
    • Stress block parameters for concrete flexural members reinforced with superelastic shape memory alloys. Materials and Structures, 42(10): 1335-1351
    • doi:10.1617/s11527-008-9453-z
    • Elbahy, Y.I., Youssef, M.A., and Nehdi, M. 2009. Stress block parameters for concrete flexural members reinforced with superelastic shape memory alloys. Materials and Structures, 42(10): 1335-1351. Published online November 2008. doi:10.1617/s11527-008-9453-z.
    • (2009) Published Online November , pp. 2008
    • Elbahy, Y.I.1    Youssef, M.A.2    Nehdi, M.3
  • 15
    • 77953765185 scopus 로고    scopus 로고
    • Artificial neural network model for deflection analysis of superelastic shape memory allow reinforced concrete beams
    • doi:10.1139/L10-039
    • Elbahy, Y.I., Nehdi, M., and Youssef, M.A. 2010. Artificial neural network model for deflection analysis of superelastic shape memory allow reinforced concrete beams. Canadian Journal of Civil Engineering, 37(6): 855-865. doi:10.1139/L10-039.
    • (2010) Canadian Journal of Civil Engineering , vol.37 , Issue.6 , pp. 855-865
    • Elbahy, Y.I.1    Nehdi, M.2    Youssef, M.A.3
  • 16
    • 9444230565 scopus 로고    scopus 로고
    • Prestressing concrete using shape memory alloy tendons
    • El-Tawil, S., and Ortega-Rosales, J. 2004. Prestressing concrete using shape memory alloy tendons. ACI Structural Journal, 101(6): 846-851.
    • (2004) ACI Structural Journal , vol.101 , Issue.6 , pp. 846-851
    • El-Tawil, S.1    Ortega-Rosales, J.2
  • 17
    • 0034741849 scopus 로고    scopus 로고
    • Minimum thickness of concrete members reinforced with fibre reinforced polymer bars
    • doi:10.1139/cjce-28-4-583
    • Ghali, A., Hall, T., and Bobey, W. 2001. Minimum thickness of concrete members reinforced with fibre reinforced polymer bars. Canadian Journal of Civil Engineering, 28(4): 583-592. doi:10.1139/cjce-28-4-583.
    • (2001) Canadian Journal of Civil Engineering , vol.28 , Issue.4 , pp. 583-592
    • Ghali, A.1    Hall, T.2    Bobey, W.3
  • 18
    • 33746210137 scopus 로고    scopus 로고
    • Discussion of "reevaluation of deflection prediction for concrete beams reinforced with steel and fiber reinforced polymer bars" by Peter H. Bischoff
    • ASCE, doi:10.1061/(ASCE)0733-9445(2006)132:8(1328)
    • Gilbert, R.I. 2006. Discussion of "reevaluation of deflection prediction for concrete beams reinforced with steel and fiber reinforced polymer bars" by Peter H. Bischoff. Journal of Structural Engineering, ASCE, 132(8): 1328-1330. doi:10.1061/(ASCE)0733-9445(2006)132:8(1328).
    • (2006) Journal of Structural Engineering , vol.132 , Issue.8 , pp. 1328-1330
    • Gilbert, R.I.1
  • 20
    • 0030700111 scopus 로고    scopus 로고
    • Prediction of the flexural behaviour of concrete members reinforced with GFRP bars
    • Anaheim, Calif., 4-8 May 1997. Edited by T. Haulik, V. Bailey, and R. Burton. Society for the Advancement of Material and Process Engineering (SAMPE), Covina, Calif
    • Hall, T., and Ghali, A. 1997. Prediction of the flexural behaviour of concrete members reinforced with GFRP bars. In Evolving Technologies for the Competitive Edge: Proceedings of the 42nd International SAMPE Symposium and Exhibition, Anaheim, Calif., 4-8 May 1997. Edited by T. Haulik, V. Bailey, and R. Burton. Society for the Advancement of Material and Process Engineering (SAMPE), Covina, Calif. Vol. 1, pp. 298-310.
    • (1997) Evolving Technologies for the Competitive Edge: Proceedings of the 42nd International SAMPE Symposium and Exhibition , vol.1 , pp. 298-310
    • Hall, T.1    Ghali, A.2
  • 21
    • 0004166363 scopus 로고    scopus 로고
    • Prentice Hall, Upper Saddle River, New Jersey
    • Hibbeler, R.C. 2005. Structural analysis. Prentice Hall, Upper Saddle River, New Jersey. 656 p.
    • (2005) Structural Analysis , pp. 656
    • Hibbeler, R.C.1
  • 22
    • 77953744318 scopus 로고    scopus 로고
    • Reinforcing concrete structures with fibre reinforced polymers
    • ISIS Canada, ISIS Canada, Winnipeg, Man
    • ISIS Canada. 2001. Reinforcing concrete structures with fibre reinforced polymers. Design Manual 3, ISIS Canada, Winnipeg, Man. 207 pp.
    • (2001) Design Manual , vol.3 , pp. 207
  • 23
    • 20444395823 scopus 로고    scopus 로고
    • Applications of shape memory alloys in civil engineering structures - overview, limits and new ideas
    • doi:10.1007/BF02479550
    • Janke, L., Czaderski, C., Motavalli, M., and Ruth, J. 2005. Applications of shape memory alloys in civil engineering structures - overview, limits and new ideas. Materials and Structures/Materiaux et Constructions, 38(279): 578-592. doi:10.1007/BF02479550.
    • (2005) Materials and Structures/Materiaux rt Constructions , vol.38 , Issue.279 , pp. 578-592
    • Janke, L.1    Czaderski, C.2    Motavalli, M.3    Ruth, J.4
  • 24
    • 0029212595 scopus 로고
    • Structural damping with shape-memory alloys: One class of devices
    • San Diego, Calif., 1 March 1995. Edited by C.D. Johnson. Proceedings of SPIE, The International Society for Optical Engineering, Bellingham, Wash
    • Krumme, R., Hayes, J., and Sweeney, S. 1995. Structural damping with shape-memory alloys: one class of devices. In Smart Structures and Materials 1995: Passive Damping, San Diego, Calif., 1 March 1995. Edited by C.D. Johnson. Proceedings of SPIE Volume 2445, The International Society for Optical Engineering, Bellingham, Wash. pp. 225-240.
    • (1995) Smart Structures and Materials 1995: Passive Damping , vol.2445 , pp. 225-240
    • Krumme, R.1    Hayes, J.2    Sweeney, S.3
  • 25
    • 0032193711 scopus 로고    scopus 로고
    • Smart prestressing with shape-memory alloy
    • ASCE, doi:10.1061/(ASCE)0733-9399(1998)124:10(1121)
    • Maji, A.K., and Negret, I. 1998. Smart prestressing with shape-memory alloy. Journal of Engineering Mechanics, ASCE, 124(10): 1121-1128. doi:10.1061/(ASCE)0733-9399(1998)124:10(1121).
    • (1998) Journal of Engineering Mechanics , vol.124 , Issue.10 , pp. 1121-1128
    • Maji, A.K.1    Negret, I.2
  • 26
    • 30344459621 scopus 로고    scopus 로고
    • Seismic upgrading of RC building by means of advanced techniques: The ILVA-IDEM project
    • Vancouver, B.C., 1-6 August 2004. Canadian Association for Earthquake Engineering, Vancouver, B.C. Paper 2703
    • Mazzolani, F.M., Corte, G.D., and Faggiano, B. 2004. Seismic upgrading of RC building by means of advanced techniques: The ILVA-IDEM project. In Proceedings of the 13th World Conference on Earthquake Engineering, Vancouver, B.C., 1-6 August 2004. Canadian Association for Earthquake Engineering, Vancouver, B.C. Paper 2703.
    • (2004) Proceedings of the 13th World Conference on Earthquake Engineering
    • Mazzolani, F.M.1    Corte, G.D.2    Faggiano, B.3
  • 28
    • 18144393336 scopus 로고    scopus 로고
    • Bending stiffness of concrete flexural members reinforced with high strength steel
    • Edited by E.G. Nawy and A. Scanlon. SP-203, American Concrete Institute (ACI), Farmington Hills, Mich
    • Rangan, B.V., and Sarker, P.K. 2001. Bending stiffness of concrete flexural members reinforced with high strength steel. In Code provisions for deflection control in concrete structures. Edited by E.G. Nawy and A. Scanlon. SP-203, American Concrete Institute (ACI), Farmington Hills, Mich. pp. 143-156.
    • (2001) Code Provisions for Deflection Control in Concrete Structures , pp. 143-156
    • Rangan, B.V.1    Sarker, P.K.2
  • 29
    • 34249047309 scopus 로고    scopus 로고
    • Pilot study of behavior of concrete beams reinforced with shape memory alloys
    • ASCE, doi:10.1061/(ASCE)0899-1561(2007)19:6(454)
    • Saiidi, M.S., Sadrossadat-Zadeh, M., Ayoub, C., and Itani, A. 2007. Pilot study of behavior of concrete beams reinforced with shape memory alloys. Journal of Materials in Civil Engineering, ASCE, 19(6): 454-461. doi:10.1061/(ASCE)0899-1561(2007)19:6(454).
    • (2007) Journal of Materials in Civil Engineering , vol.19 , Issue.6 , pp. 454-461
    • Saiidi, M.S.1    Sadrossadat-Zadeh, M.2    Ayoub, C.3    Itani, A.4
  • 30
    • 84925373864 scopus 로고    scopus 로고
    • ACI code requirements for deflection control: A critical review
    • Edited by E.G. Nawy and A. Scanlon. SP-203, American Concrete Institute (ACI), Farmington Hills, Mich
    • Scanlon, A., Cagley Orsak, D.R., and Buettner, D.R. 2001. ACI code requirements for deflection control: a critical review. In Code provisions for deflection control in concrete structures. Edited by E.G. Nawy and A. Scanlon. SP-203, American Concrete Institute (ACI), Farmington Hills, Mich. pp. 1-14.
    • (2001) Code Provisions for Deflection Control in Concrete Structures , pp. 1-14
    • Scanlon, A.1    Cagley Orsak, D.R.2    Buettner, D.R.3
  • 31
    • 0019896945 scopus 로고
    • Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates
    • Scott, B.D., Park, R., and Priestley, M.J.N. 1982. Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates. ACI Journal, 79(1): 13-27.
    • (1982) ACI Journal , vol.79 , Issue.1 , pp. 13-27
    • Scott, B.D.1    Park, R.2    Priestley, M.J.N.3
  • 34
    • 0242720385 scopus 로고    scopus 로고
    • Application of SMA rod to exposed-type column base in smart structural system
    • San Diego, Calif., 3 March 2003. Edited by S.-C. Liu. Proceedings of SPIE, The International Society for Optical Engineering, Bellingham, Wash, doi:10.1117/12.482395
    • Tamai, H., Miura, K., Kitagawa, Y., and Fukuta, T. 2003. Application of SMA rod to exposed-type column base in smart structural system. In Proceedings, Smart Structures and Materials 2003: Smart Systems and Nondestructive Evaluation for Civil Infrastructures, San Diego, Calif., 3 March 2003. Edited by S.-C. Liu. Proceedings of SPIE, Volume 5057, The International Society for Optical Engineering, Bellingham, Wash. pp. 169-177. doi:10.1117/12.482395.
    • (2003) Proceedings, Smart Structures and Materials 2003: Smart Systems and Nondestructive Evaluation for Civil Infrastructures , vol.5057 , pp. 169-177
    • Tamai, H.1    Miura, K.2    Kitagawa, Y.3    Fukuta, T.4
  • 35
    • 0034286693 scopus 로고    scopus 로고
    • Flexural behavior of concrete beams reinforced with glass fiber-reinforced polymer GFRP bars
    • Toutanji, H.A., and Saafi, M. 2000. Flexural behavior of concrete beams reinforced with glass fiber-reinforced polymer GFRP bars. ACI Structural Journal, 97(5): 712-719.
    • (2000) ACI Structural Journal , vol.97 , Issue.5 , pp. 712-719
    • Toutanji, H.A.1    Saafi, M.2
  • 36
    • 0346243625 scopus 로고    scopus 로고
    • Effective moment of inertia for glass fiber-reinforced polymer-reinforced concrete beams
    • Yost, J.R., Gross, S.P., and Dinehart, D.W. 2003. Effective moment of inertia for glass fiber-reinforced polymer-reinforced concrete beams. ACI Structural Journal, 100(6): 732-739.
    • (2003) ACI Structural Journal , vol.100 , Issue.6 , pp. 732-739
    • Yost, J.R.1    Gross, S.P.2    Dinehart, D.W.3
  • 37
    • 0033232392 scopus 로고    scopus 로고
    • Strength deterioration due to bond slip and concrete crushing in modeling of reinforced concrete members
    • Youssef, M., and Ghobarah, A. 1999. Strength deterioration due to bond slip and concrete crushing in modeling of reinforced concrete members. ACI Structural Journal, 96(6): 956-967.
    • (1999) ACI Structural Journal , vol.96 , Issue.6 , pp. 956-967
    • Youssef, M.1    Ghobarah, A.2
  • 38
    • 36048945305 scopus 로고    scopus 로고
    • Simplified seismic modeling of reinforced concrete flexural members
    • doi:10.1680/macr.2007.59.9.639
    • Youssef, M.A., and Rahman, M. 2007. Simplified seismic modeling of reinforced concrete flexural members. Magazine of Concrete Research, 59(9): 639-649. doi:10.1680/macr.2007.59.9.639.
    • (2007) Magazine of Concrete Research , vol.59 , Issue.9 , pp. 639-649
    • Youssef, M.A.1    Rahman, M.2
  • 39
    • 53349102710 scopus 로고    scopus 로고
    • Experimental investigation on the seismic behaviour of beam-column joints reinforced with superelastic shape memory alloys
    • doi:10.1080/13632460802003082
    • Youssef, M.A., Alam, M.S., and Nehdi, M. 2008. Experimental investigation on the seismic behaviour of beam-column joints reinforced with superelastic shape memory alloys. Journal of Earthquake Engineering, 12(7): 1205-1222. doi:10.1080/13632460802003082.
    • (2008) Journal of Earthquake Engineering , vol.12 , Issue.7 , pp. 1205-1222
    • Youssef, M.A.1    Alam, M.S.2    Nehdi, M.3


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