Deflection calculation of FRP reinforced concrete beams based on modifications to the existing branson equation

Journal of Composites for Construction

Volumn 11, Issue 1, 2007, Pages 4-14

  Bischoff, Peter H ^a  

^a UNIVERSITY OF NEW BRUNSWICK   (Canada)

Author keywords

Concrete beams; Concrete, reinforced; Deflection; Fiber reinforced polymers

Indexed keywords

CRACKS; DEFLECTION (STRUCTURES); FIBER REINFORCED PLASTICS; STIFFNESS;

BRANSON EQUATION; TENSION STIFFENING;

CONCRETE BEAMS AND GIRDERS;

EID: 33846334489     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2007)11:1(4)     Document Type: Article

References (26)

1. American Concrete Institute (ACI). (1996). " State-of-the-art report on fiber reinforced plastic (FRP) reinforcement for concrete structures.. " ACI 440R-96, ACI Committee 440, Farmington Hills, Mich.
2. American Concrete Institute (ACI). (2001). " Guide for the design and construction of concrete reinforced with FRP bars.. " ACI 440.1R-01, ACI Committee 440, Farmington Hills, Mich.
3. American Concrete Institute (ACI). (2003). " Guide for the design and construction of concrete reinforced with FRP bars.. " ACI 440.1R-03, ACI Committee 440, Farmington Hills, Mich.
4. American Concrete Institute (ACI). (2005). " Building code requirements for structural concrete and commentary.. " ACI 318-05 and ACI 318R-05, respectively, ACI Committee 318, Farmington Hills, Mich.
5. American Concrete Institute (ACI). (2006). " Guide for the design and construction of concrete reinforced with FRP bars.. " ACI 440.1R-06, ACI Committee 440, Farmington Hills, Mich.
6. Bischoff, P. H. (2005a). " Reevaluation of deflection prediction for concrete beams reinforced with steel and fiber reinforced polymer bars.. " J. Struct. Eng., 131 (5), 752-767.
7. Bischoff, P. H. (2005b). " A rational proposal for predicting beam deflection.. " Proc., 33rd, Annual Conf. of the Canadian Society for Civil Engineering, Toronto, GC-299-1/10.
8. Bischoff, P. H., and Paixao, R. (2004). " Tension stiffening and cracking of concrete reinforced with glass fiber reinforced polymer (GFRP) bars.. " Can. J. Civ. Eng., 31 (4), 579-588.
9. Branson, D. E. (1965). " Instantaneous and time-dependent deflections of simple and continuous reinforced concrete beams.. " HPR Rep. No. 7, Part 1, Alabama Highway Dept., Bureau of Public Roads, Alabama (Dept. of Civil Engineering and Auburn Research Foundation, Auburn Univ., Aug. 1963).
10. Branson, D. E. (1977). Deformation of concrete structures, McGraw-Hill, New York.
11. Brown, V. L., and Bartholomew, C. L. (1996). " Long-term deflections of GFRP-reinforced concrete beams.. " Fiber Composites in Infrastructure: Proc., 1st Int. Conf. on Composites in Infrastructure, ICCI'96, H. Saadatmanesh, and, M. R. Ehsani, eds., Tucson, Ariz., 389-400.
12. Canadian Standard Association (CSA). (2002). " Design and construction of building components with fibre-reinforced polymers.. " CSA Standard S806-02, Rexdale, Toronto.
13. Comit́ Euro-International du B́ton (CEB). (1993). CEB-FIP model code (MC-90), CEB, Thomas Telford, London.
14. European Committee for Standardization (CEN). (1991). " Design of concrete structures Part 1-1: General rules for buildings.. " European Prestandard, Eurocode 2, DD ENV 1992-1-1, Brussels, Belgium.
15. Faza, S. S., and GangaRao, H. V. S. (1992). " Pre- and post-cracking deflection behaviour of concrete beams reinforced with fibre-reinforced plastic rebars.. " Advanced composite materials in bridges and structures, K. W. Neale, and, P. Labossiere, eds., Canadian Society for Civil Engineering, Montreal, 151-160.
16. Fields, K., and Bischoff, P. H. (2004). " Tension stiffening and cracking of high strength reinforced concrete tension members.. " ACI Struct. J., 101 (4), 447-456.
17. 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.. " J. Struct. Eng., 132 (8), 1328-1330.
18. ISIS Canada. (2001). " Reinforcing concrete structures with fibre reinforced polymers.. " Design Manual No. 3, ISIS Canada, Winnipeg, Manitoba, Canada.
19. Mota, C. M. (2005). " Flexural and shear behaviour of FRP-RC members.. " M.Sc. thesis, Dept. of Civil Engineering, Univ. of Manitoba, Winnipeg, Manitoba, Canada.
20. Nawy, E. G., and Neuwerth, G. E. (1977). " Fiberglass reinforced concrete slabs and beams.. " ASCE J. Struct. Div., 103 (2), 421-440.
21. Nemirovsky, J. M. (1949). " Rigidity of flexural loaded reinforced concrete members and opening of cracks.. " Central Research Institute for Building Design (TsNIPS), Research results for conventional and prestressed reinforced concrete construction, Collected Papers, Stroiisdat, State Publication for Construction Literature, Moscow.
22. Rao, P. S. (1966). " Die grundlagen zur berechnung der bei statisch unbestimmten stahlbetonkonstruktionen im plastichen bereich aufttretenden umlagerungen der schnittkräfte. (Basic laws governing moment redistribution in statically indeterminate reinforced concrete structures).. " DAfStb, Ernst and Sohn, Berlin, Heft, 177.
23. Rashid, M. A., Mansur, M. A., and Paramasivam, P. (2005). " Behavior of aramid fiber-reinforced polymer reinforced high strength concrete beams under bending.. " J. Compos. Constr., 9 (2), 117-127.
24. Rostasy, F. S., Koch, R., and Leonhardt, F. (1976). " Zur mindestbewehrung fur zwang von aussenwanden aus stahlleichtbeton. (Minimum restraint reinforcement for exterior walls of lightweight concrete).. " DAfStb, Ernst and Sohn, Berlin, Heft, 267.
25. Th́riault, M., and Benmokrane, B. (1998). " Effects of FRP reinforcement ratio and concrete strength on flexural behavior of concrete beams.. " J. Compos. Constr., 2 (1), 7-16.
26. Yost, J. R., Gross, S. P., and Dinehart, D. W. (2003). " Effective moment of inertia for glass fiber-reinforced polymer-reinforced concrete beams.. " ACI Struct. J., 100 (6), 732-739.