- -

Listar por palabra clave "Strand"

RiuNet: Repositorio Institucional de la Universidad Politécnica de Valencia

Listar por palabra clave "Strand"

Ordenar por:Orden:Resultados:

  • Icon
    Analytical model for transfer length prediction of 13 mm prestressing strand 
    Martí Vargas, José Rocío; Arbeláez, C.A.; Serna Ros, Pedro; Navarro Gregori, Juan; Pallarés Rubio, Luis (2007)
    An experimental investigation to determine the transfer length of a seven-wire prestressing strand in different concretes is presented in this paper. A testing technique based on the analysis of bond behaviour by means ...
  • thumb
    Bond of 13 mm prestressing steel strands in pretensioned concrete members 
    Martí Vargas, José Rocío; Serna Ros, Pedro; Navarro Gregori, Juan; Pallarés Rubio, Luis (Elsevier, 2012-05-07)
    This paper presents an experimental research work to determine both the transmission and the anchorage lengths of seven-wire prestressing steel strands in different concrete mixes. A testing technique based on a bond ...
  • thumb
    Effects of concrete composition on transmission length of prestressing strands 
    Martí Vargas, José Rocío; Serna Ros, Pedro; Navarro Gregori, Juan; Bonet Senach, José Luís (Elsevier, 2012)
    The bond behaviour of prestressing strands in precast pretensioned concrete members, and its transmission length, depends on several factors. However, no consensus exists on the main parameters to be considered in the ...
  • thumb
    Influence of concrete composition on anchorage bond behavior of prestressing reinforcement 
    Martí Vargas, José Rocío; García Taengua, Emilio José; Serna Ros, Pedro (Elsevier, 2013-11)
    An experimental research addressing the effects of concrete composition and strength on anchorage bond behavior of prestressing reinforcement is presented to clarify the effect of material properties that have appeared ...
  • Icon
    Quantification of bond performance of 18-mm prestressing steel 
    Dang, C.N.; Hale, W. M.; Martí Vargas, José Rocío (Elsevier, 2018)
    [EN] The use of 18-mm prestressing strands has extensive advantages in building and bridge construction. Strand bond is a critical factor that constitutes the strand behavior in pretensioned concrete girders and directly ...
  • Icon
    Reliability of transmission length estimation from strand end slip 
    Martí Vargas, José Rocío; Arbeláez, César A.; Serna Ros, Pedro; Castro-Bugallo, M Carmen (American Concrete Institute, 2007-07-01)
    [EN] An experimental program on twelve series of specimens with different embedment lengths to determine the transfer length was conducted. Transfer length test results of seven-wire strand on twelve different concrete ...
  • Icon
    Size Effect on Strand Bond and Concrete Strains at Prestress Transfer 
    Martí Vargas, José Rocío; Caro Forero, Libardo Andrés; Serna Ros, Pedro (American Concrete Institute, 2014)
    [EN] The size-effect phenomenon has been analyzed with pretensioned prestressed concrete prismatic specimens at prestress transfer. An experimental program that includes variables such as concrete mixture design, specimen ...
  • Icon
    Slip distribution model along the anchorage length of prestressing strands 
    Martí Vargas, José Rocío; Hale, WM; García Taengua, Emilio José; Serna Ros, Pedro (Elsevier, 2014-02)
    An analytical model to predict strand slips within both transmission and anchorage lengths in pretensioned prestressed concrete members is presented. This model has been derived from an experimental research work by ...
  • Icon
    Spacing requirements of 0.7 in. (18 mm) diameter prestressing strands 
    Dang, C.N.; Floyd, R.W.; Hale, W.M.; Martí Vargas, José Rocío (2016)
    [EN] The use of 0.7 in. (18 mm) diameter strands for pretensioned concrete girders is advantageous when increasing the flexural capacity and extending girder spans. The current codes have no design guidelines for predicting ...
  • thumb
    Strand bond performance in prestressed concrete accounting for bondslip 
    Martí Vargas, José Rocío; Serna Ros, Pedro; Hale, W. M. (Elsevier, 2013-07)
    This paper presents the results of an experimental research program addressing the bond behavior of prestressing strands in pretensioned prestressed concrete members after anchorage failure has occurred. A test methodology ...
  • thumb
    Time-dependent evolution of strand transfer length in pretensioned prestressed concrete members 
    Caro Forero, Libardo Andrés; Martí Vargas, José Rocío; Serna Ros, Pedro (Society for Experimental Mechanics (SEM), 2013-11)
    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. ...