Zobrazeno 1 - 10
of 29
pro vyhledávání: '"Manuel Tarifa"'
Publikováno v:
Innovaciones educativas en el ámbito edificatorio. ISBN: 9788411227513
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::67bad8b4ff7f3773d7b14589e0b486f3
https://doi.org/10.2307/j.ctv36k5bkf.20
https://doi.org/10.2307/j.ctv36k5bkf.20
Autor:
Elisa Poveda, Joaquim A. O. Barros, Gonzalo Ruiz, Manuel Tarifa, Vitor M. C. F. Cunha, Rena C. Yu
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Based on a numerical model to simulate the static behaviour of a smooth fibre extracted from a cementitious matrix, a rate dependent friction law, widely used in earthquake engineering for steady-state slip phenomena, is proposed to capture the rate
Autor:
Antonia Pacios Alvarez, Manuel Tarifa Crespo, Carmen Vielba Cuerpo, Ángel Paris Loreiro, Pilar Mere Medina
Publikováno v:
INTED2022 Proceedings.
Publikováno v:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
This paper summarizes the results obtained in an experimental campaign on the effect of the displacement pullout rate and the inclination angle of the steel fiber pullout tests. For that purpose, specimens were obtained from a self-compacting concret
Autor:
L.C. Almeida, A. de la Rosa, Elisa Poveda, Zhimin Wu, Gonzalo Ruiz, Xiaoxin Zhang, Rena C. Yu, Manuel Tarifa
Publikováno v:
International Journal of Impact Engineering. 129:101-111
The objective of this work is to study the influence of fiber content and loading rate on the dynamic mixed-mode fracture of self-compacting concrete. Three amount of steel fibers, 0%, 0.2%, 0.4% and 0.6% in volume ratio, were added to cast prismatic
Autor:
José J. Ortega, Xiaoxin Zhang, Rena C. Yu, Nelson Afanador-García, Manuel Tarifa, Gonzalo Ruiz, Elisa Poveda, Francisco Evangelista
Publikováno v:
International Journal of Fatigue. 116:210-219
Concrete fatigue presents probabilistic behaviour evidenced by the wide scatter of cycles to failure under the same conditions. Experimentally-fitted probabilistic distributions have an error in terms of fatigue life that depends on the number of tes
Autor:
Gonzalo Ruiz, Manuel Tarifa, Jesús Mínguez, Miguel A. Vicente, Riyadh Hindi, Dorys C. González
Publikováno v:
International Journal of Fatigue. 112:106-116
The use of porous concrete in structural elements subjected to compression cyclic loads is inevitable in those situations in which it is necessary to withstand, simultaneously, important amount of freeze-thaw cycles and cyclic loads. However, the pre
Autor:
Gonzalo Ruiz, Manuel Tarifa, Xiaoxin Zhang, Jesús Mínguez, Miguel A. Vicente, Dorys C. González
Publikováno v:
RUIdeRA. Repositorio Institucional de la UCLM
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The effects of the fiber orientation and content on the behavior of steel fiber-reinforced concrete (SFRC) under static and cyclic compressive loads are studied using the computed tomography (CT) technique, and the resistance mechanisms of the fibers
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::01868326a667f26c065f9f600590f86b
https://doi.org/10.1016/j.ijfatigue.2019.06.038
https://doi.org/10.1016/j.ijfatigue.2019.06.038
Autor:
Manuel Tarifa, Dorys C. González, Miguel A. Vicente, Gonzalo Ruiz, Xiaoxing Zhang, Jesús Mínguez
Publikováno v:
Short Fibre Reinforced Cementitious Composites and Ceramics ISBN: 9783030008673
This paper demonstrates the widely accepted hypothesis that the compressive testing is a particular case of a cyclic test where failure occurs during the first cycle. To perform this, a test on 32 fiber-reinforced high-performance concrete specimens
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9ed7c66458a365f78b9cda13f3bf7377
https://doi.org/10.1007/978-3-030-00868-0_1
https://doi.org/10.1007/978-3-030-00868-0_1
Autor:
Gonzalo Ruiz, Miguel A. Vicente, Manuel Tarifa, Xiaoxin Zhang, Jesús Mínguez, Dorys C. González
Publikováno v:
Repositorio Institucional de la Universidad de Burgos (RIUBU)
instname
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Most fatigue models for concrete under compression assume, as an axiom, that compressive tests are a limit case for a cyclic test where failure is achieved in the first cycle. This is supported by the fact that the crack patterns obtained in both cas
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::845a1f5309bbee171eb9fcc95fca7d74
http://hdl.handle.net/10259/4811
http://hdl.handle.net/10259/4811