- -

Time-dependent evolution of strand transfer length in pretensioned prestressed concrete members

RiuNet: Institutional repository of the Polithecnic University of Valencia

Share/Send to

Cited by

Statistics

Time-dependent evolution of strand transfer length in pretensioned prestressed concrete members

Show full item record

Caro Forero, LA.; Martí Vargas, JR.; Serna Ros, P. (2013). Time-dependent evolution of strand transfer length in pretensioned prestressed concrete members. Mechanics of Time-Dependent Materials. 17(4):501-527. doi:10.1007/s11043-012-9200-2

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/49073

Files in this item

Item Metadata

Title: Time-dependent evolution of strand transfer length in pretensioned prestressed concrete members
Author:
UPV Unit: Universitat Politècnica de València. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó
Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil
Issued date:
Abstract:
For design purposes, it is generally considered that prestressing strand transfer length does not change with time. However, some experimental studies on the effect of time on transfer lengths show contradictory results. ...[+]
Subjects: Bond , Concrete , Prestress , Strand , Time , Transfer length
Copyrigths: Reserva de todos los derechos
Source:
Mechanics of Time-Dependent Materials. (issn: 1385-2000 )
DOI: 10.1007/s11043-012-9200-2
Publisher:
Society for Experimental Mechanics (SEM)
Publisher version: http://dx.doi.org/10.1007/s11043-012-9200-2
Thanks:
Funding for this experimental research work has been provided by the Spanish Ministry of Education and Science and ERDF (Projects BIA2006-05521 and BIA2009-12722). Tests have been conducted at the Institute of Concrete ...[+]
Type: Artículo

References

ACI: ACI 318-11 Building code requirements for reinforced concrete. ACI Committee 318. American Concrete Institute, Farmington Hills, MI (2011)

AENOR: UNE 36094:1997 Alambres y cordones de acero para armaduras de hormigón pretensado. Asociación Española de Normalización: Madrid (1997)

Balevicius, R.: An average stress strain approach to creep analysis of RC uncracked elements. Mech. Time-Depend. Mater. 14, 69–89 (2010) [+]
ACI: ACI 318-11 Building code requirements for reinforced concrete. ACI Committee 318. American Concrete Institute, Farmington Hills, MI (2011)

AENOR: UNE 36094:1997 Alambres y cordones de acero para armaduras de hormigón pretensado. Asociación Española de Normalización: Madrid (1997)

Balevicius, R.: An average stress strain approach to creep analysis of RC uncracked elements. Mech. Time-Depend. Mater. 14, 69–89 (2010)

Barnes, R.W., Grove, J.W., Burns, N.H.: Experimental assessment of factors affecting transfer length. ACI Struct. J. 100(6), 740–748 (2003)

Base, G.D.: Some tests on the effect of time on transmission length in pretensioned concrete. Mag. Concr. Res. 4, 73–82 (1957)

Base, G.D.: An investigation of transmission length in pretensioned concrete. Cement and Concrete Association, Research Report n∘ 5 (1958)

Bruce, R.N., Russell, H.G., Roller, J.J., Martin, B.T.: Feasibility evaluation of utilizing high-strength concrete in design and construction of highway bridge structures. Louisiana Transportation Research Center. Report n $^{\rm{o}}$ FHWA/LA-94-282. Baton Rouge, LA (1994)

Buckner, C.D.: A review of strand development length for pretensioned concrete members. PCI J. 40(2), 84–105 (1995)

CEN: European standard EN 197-1:2000: Cement. Part 1: Compositions, specifications and conformity criteria for common cements. Comité Européen de Normalisation, Brussels (2000)

Cousins, Th.E., Johnston, D.W., Zia, P.: Transfer length of epoxy-coated prestressing strand. ACI Mater. J. 87(3), 193–203 (1990)

Deatherage, J.H., Burdette, E., Chew, Ch.K.: Development length and lateral spacing requirements of prestressing strand for prestressed concrete bridge girders. PCI J. 39(1), 70–83 (1994)

den Uijl, J.A.: Bond modelling of prestressing strand. In: Bond and Development of Reinforcement (SP 180-7), pp. 145–169. ACI International, Farmington Hills (1998)

Dorsten, V., Hunt, F.F., Preston, H.K.: Epoxy coated seven-wire strand for prestressed concrete. PCI J. 29(4), 100–109 (1984)

Evans, R.H.: Research and developments in pre-stressing. Proc., Inst. Civ. Eng. 35, 231–261 (1951)

Evans, R.H., Robinson, W.R.: Bond stresses in prestressed concrete from X-ray photographs. Proc., Inst. Civ. Eng. 6(14), 212–235 (1955)

FIB: Model Code 2010 (First complete draft). FIB Bulletin n∘55. International federation for structural concrete. Lausanne (2010)

Floyd, R.W., Howland, M.B., Hale, W.M.: Evaluation of strand bond equations for prestressed members cast with self-consolidating concrete. Eng. Struct. 33, 2879–2887 (2011)

Girgis, A.F., Tuan, Ch.Y.: Bond strength and transfer length of pretensioned bridge girders cast with self-consolidating concrete. PCI J. 50(6), 72–87 (2005)

Grace, N.F.: Transfer length of CFRP/CFCC strands for double-T girders. PCI J. 45(5), 110–126 (2000)

Guyon, Y.: Béton Précontrainte. Étude Théorique et Experiméntale. Eyrolles, Paris (1953)

Holmberg, A., Lindgren, S.: Anchorage and prestress transmission. National Swedish Building Research, Document D1/1970 (1970)

Issa, M.A., Sen, R., Amer, A.: Comparative study of transfer length in fiberglass and steel pretensioned concrete members. PCI J. 38(6), 52–63 (1993)

Kaar, P.H., LaFraugh, R.W., Mass, M.A.: Influence of concrete strength on strand transfer length. PCI J. 8(5), 47–67 (1963)

Kahn, L.F., Dill, J.C., Reutlinger, C.G.: Transfer and development length of 15-mm strand in high performance concrete girders. J. Struct. Eng. 128(7), 913–921 (2002)

Kose, M.M., Burkett, W.R.: Formulation of new development length equation for 0.6 in prestressing strand. PCI J. 50(5), 96–105 (2005)

Krishnamurthy, D.: Influencia del procedimiento de destesado sobre las tensiones en las zonas de anclaje y sobre la longitud de transmisión, en elementos de hormigón pretensado con armaduras pretesas. Traslation of paper published in The Indian Concrete Journal 44(3). Hormigón y Acero June, 49–65 (1970)

Lane, S.N.: A new development length equation for pretensioned strands in bridge beams and piles. Federal Highway Administration. Research FHWA-RD-98-116, Mclean, VA (1998)

Larson, K.H., Peterman, R.J., Esmaeily, A.: Bond characteristics of self-consolidating concrete for prestressed bridge girders. PCI J. 52(4), 44–57 (2007)

Logan, D.R.: Acceptance criteria for bond quality of strand for pretensioned prestressed concrete applications. PCI J. 42(2), 52–90 (1997)

Lu, Z., Boothby, Th.E., Bakis, Ch.E., Nanni, A.: Transfer and development lengths of FRP prestressing tendons. PCI J. 45(2), 84–95 (2000)

Mahmoud, Z.I., Rizkalla, S.H., Zaghloul, E.R.: Transfer and development lengths of carbon fiber reinforcement polymers prestressing reinforcing. ACI Struct. J. 96(4), 594–602 (1999)

Martí-Vargas, J.R., Serna-Ros, P., Fernández-Prada, M.A., Miguel-Sosa, P.F., Arbeláez, C.A.: Test method for determination of the transmission and anchorage lengths in prestressed reinforcement. Mag. Concr. Res. 58(1), 21–29 (2006a)

Martí-Vargas, J.R., Arbeláez, C.A., Serna-Ros, P., Fernández-Prada, M.A., Miguel-Sosa, P.F.: Transfer and development lengths of concentrically prestressed concrete. PCI J. 51(5), 74–85 (2006b)

Martí-Vargas, J.R., Serna-Ros, P., Arbeláez, C.A., Rigueira-Victor, J.W.: Bond behaviour of self-compacting concrete in transmission and anchorage. Mater. Constr. 56(284), 27–42 (2006c)

Martí-Vargas, J.R., Arbeláez, C.A., Serna-Ros, P., Navarro-Gregori, J., Pallarés-Rubio, L.: Analytical model for transfer length prediction of 13 mm prestressing strand. Struct. Eng. Mech. 26(2), 211–229 (2007a)

Martí-Vargas, J.R., Arbeláez, C.A., Serna-Ros, P., Castro-Bugallo, C.: Reliability of transfer length estimation from strand end slip. ACI Struct. J. 104(4), 487–494 (2007b)

Martí-Vargas, J.R., Serna, P., Navarro-Gregori, J., Bonet, J.L.: Effects of concrete composition on transmission length of prestressing strands. Constr. Build. Mater. 27, 350–356 (2012a)

Martí-Vargas, J.R., Serna, P., Navarro-Gregori, J., Pallarés, L.: Bond of 13 mm prestressing steel strands in pretensioned concrete members. Eng. Struct. 41, 403–412 (2012b)

Martí-Vargas, J.R., Caro, L.A., Serna, P.: Experimental technique for measuring the long-term transfer length in prestressed concrete. Strain. doi: 10.1111/str.12019 (2012c)

Marshall, G.: End anchorage and bond stress in prestressed concrete. Mag. Concr. Res. 1, 123–127 (1949)

Mayfield, B., Davies, G., Kong, F.K.: Some tests on the transmission length and ultimate strength of pretensioned concrete beams incorporating Dyform strand. Mag. Concr. Res. 22(73), 219–226 (1970)

Mitchell, D., Cook, W.D., Khan, A.A., Tham, Th.: Influence of high strength concrete on transfer and development length of pretensioning strand. PCI J. 38(3), 52–66 (1993)

Nanni, A., Utsunomiya, T., Yonekura, H., Tanigaki, M.: Transmission of prestressing force to concrete by bonded fiber reinforced plastic tendons. ACI Struct. J. 89(3), 335–344 (1992)

Oh, B.H., Kim, E.S.: Realistic evaluation of transfer lengths in pretensioned, prestressed concrete members. ACI Struct. J. 97(6), 821–830 (2000)

Peterman, R.J.: The effects of as-cast depth and concrete fluidity on strand bond. PCI J. 52(3), 72–101 (2007)

Pozolo, A.M., Andrawes, B.: Transfer length in prestressed self-consolidating concrete box and I-girders. ACI Struct. J. 108(3), 341–349 (2011)

Ramirez, J.A., Russell, B.W.: Transfer, development, and splice length for strand/reinforcement in High-Strength Concrete. NCHRP Report 603. National Cooperative Highway Research Program (2008)

Russell, B.W., Burns, N.H.: Measured transfer lengths of 0.5 and 0.6 in strands in pretensioned concrete. PCI J. 41(5), 44–65 (1996)

RILEM: RPC6 Specification for the test to determine the bond properties of prestressing tendons. Réunion Internationale des Laboratoires et Experts des Matériaux, Systèmes de Constructions et Ouvrages, Bagneux., France (1979)

Roller, J.J., Martin, B.T., Russell, H.G., Bruce, R.N.: Performance of prestressed high strength concrete bridge girders. PCI J. 38(3), 34–45 (1993)

Shahawy, M., Issa, M., Batchelor, B.: Strand transfer lengths in full scale AASHTO prestressed concrete girders. PCI J. 37(3), 84–96 (1992)

Shing, P.B., Frangopol, D.M., McMullen, M.L., Hutter, W., Cooke, D.E., Leonard, M.A.: Strand development and transfer length tests on high performance concrete box girders. PCI J. 45(5), 96–109 (2000)

Soudki, K., Green, M., Clapp, F.: Transfer length of carbon fiber rods in precast pretensioned concrete beams. PCI J. 42(5), 78–87 (1997)

Staton, B.W., Do, N.H., Ruiz, E.D., Hale, W.M.: Transfer lengths of prestressed beams cast with self-consolidating concrete. PCI J. 54(2), 64–83 (2009)

Swamy, R.N., Anand, K.L.: Losses in transmission length and prestress in high alumina cement concrete. Proc., Inst. Civ. Eng. 59, 293–307 (1975)

Tabatabai, H., Dickson, Th.: The history of the prestressing strand development length equation. PCI J. 38(5), 64–75 (1993)

Tadros, M.K., Baishya, M.C.: Discussion of a review of strand development length for pretensioned concrete members. PCI J. 41(2), 112–127 (1996)

Trent, J.: Transfer length, development length, flexural strength, and prestress loss evaluation in pretensioned self-consolidating concrete members. MS Thesis, Virginia Polytechnic Institute and State University, Blacksburg, VA (2007)

Weerasekera, I.: Transfer and Flexural Bond in Pretensioned Prestressed Concrete. UMI Dissertation Services, University of Calgary (1991). Dissertation, ISBN 0-315-71095-5

William, G.W., Shoukry, S.N., Riad, M.Y.: Development of early age shrinkage stresses in reinforced concrete bridge decks. Mech. Time-Depend. Mater. 12, 343–356 (2008)

Zia, P., Mostafa, T.: Development length of prestressing strands. PCI J. 22(5), 54–65 (1977)

Zou, P.X.V.: Long-term properties and transfer length of fiber-reinforced polymers. J. Compos. Constr. 7(1), 10–19 (2003)

[-]

This item appears in the following Collection(s)

Show full item record