Ramirez-Garcia, Alberto T.; Dang, Canh N.; Hale, W. Micah; Martí Vargas, José Rocío(Elsevier, 2017)
[EN] In pretensioned concrete members, the bond between prestressing strands and concrete in the transfer zone is necessary to ensure the two materials can work as a composite material. This study develops a computer program ...
Ramirez-Garcia, Alberto T.; Dang, C.N.; Deschenes, R.A.; Hale, W. M.; Martí Vargas, José Rocío(American Concrete Institute, 2018)
[EN] Transfer length is a significant parameter in the design of pretensioned
concrete members. This study reports the measured transfer
length of 15.2 mm (0.6 in.) prestressing strands. Twenty-four pretensioned
concrete ...
Arango Campo, Samuel Eduardo; Serna Ros, Pedro; Martí Vargas, José Rocío; García Taengua, Emilio José(Society for Experimental Mechanics, 2011)
[EN] This paper presents a proposal of test setup and methodology for testing the flexural creep behaviour of pre-cracked Fibre Reinforced Concrete (FRC) specimens, aimed at providing a basis for standardization. The design ...
Navarro-Gregori, Juan; Miguel Sosa, Pedro; Fernández Prada, Miguel Ángel; Martí Vargas, José Rocío(Elsevier, 2013-07)
This paper presents a model for the analysis of reinforced concrete beams under monotonic loading conditions, including axial, bending, and shear forces, in order to effectively capture the mechanisms of shear transfer. ...
Dang, Canh N.; Murray, Cameron D.; Floy, Royce W.; Hale, W. Micah; Martí Vargas, José Rocío(Elsevier, 2014-08)
Strand bond is the unique interaction between prestressing strand and adjacent concrete, and directly
affects the performance of the strand in the anchor region. However, strand bond depends upon numerous factors, such ...
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 ...
Arias Delgado, Anabel(Universitat Politècnica de València, 2023-11-03)
[ES] El hormigón pretensado como técnica estructural tiene su origen primario en el deseo de resolver un problema concreto planteado en el hormigón armado: la fisuración. Ello se vio favorecido por otra circunstancia ligada ...
Mateu Sánchez, Juan Antonio(Universitat Politècnica de València, 2023-10-30)
[ES] Los elementos estructurales de hormigón pretensado, ya sean con armadura postesa o pretesa, arrojan en la actualidad una notable incertidumbre acerca del estado tensional real que se da en el elemento, consecuencia ...
Mateu Sánchez, Juan Antonio(Universitat Politècnica de València, 2023-09-13)
[ES] En Europa, desde la década de 1960, las estructuras de hormigón pretensado se han utilizado ampliamente en la construcción de puentes debido a su capacidad para soportar grandes luces. Sin embargo, muchas de estas ...
Castro Bugallo, María Carmen(Universitat Politècnica de València, 2016-05-02)
[EN] Most recent research has revealed that the present methods, in either literature or current standards, for the evaluation of the deformation capacity of reinforced concrete elements in compression and in either monotonic ...
Dang, Canh N.; Hale, W. Micah; Martí Vargas, José Rocío(Elsevier, 2017)
[EN] The use of 18-mm prestressing strands is advantageous in the construction of long-span bridges. Transmission length is a significant parameter in the design of pretensioned concrete members. This study provides a ...
Pallarés Rubio, Luis; Aguero Ramón Llin, Antonio; Martí Vargas, José Rocío; Pallarés Rubio, Francisco Javier(Elsevier, 2020-11-30)
[EN] Headed studs are often used to facilitate composite actions between steel and concrete structures. In steel building structures, reinforced concrete walls are commonly used to ensure composite action to stiffen steel ...
Caballero Morrison, Karen Elena; Bonet Senach, José Luís; Navarro Gregori, Juan; Martí Vargas, José Rocío(Elsevier, 2012)
The inclusion of ductility requirements is necessary to guarantee the safety design of any concrete structure
subjected to unexpected and/or reversal loads. It is important to outline that plastic hinges may be
developed ...
Martí Vargas, José Rocío; García Taengua, Emilio José; Hale, W. Micah; ElBatanouny, Mohamed K.; Ziehl, Paul H.(Prestressed Concrete Institute, 2015)
This paper provides a bibliometric analysis of indexed scientific papers on concrete segmental bridges. Two hundred forty-two papers published from 1900 through 2013 were extracted from the Web of Science. The analysis ...
Dang, Canh N.; Martí Vargas, José Rocío; Hale, W. Micah(Techno-Press, 2020-10-10)
[EN] Pretensioned concrete (PC) is widely used in contemporary construction. Bond of prestressing strand is significant for composite-action between the strand and concrete in the transfer and flexural-bond zones of PC ...
[EN] The bond between prestressing strands and concrete in the transfer zone of pretensioned concrete members is a complicated mechanism. Concrete creep and shrinkage are dominant time-dependent factors that affect the ...
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 ...
García Taengua, Emilio José; Martí Vargas, José Rocío; Serna Ros, Pedro(WILEY-BLACKWELL, 2014-02)
This paper presents the results of an experimental research dealing with bond strength as a parameter for concrete quality control. To this end, a low-cost testing technique has been developed: the Bottle Bond Test (BBT). ...