Zobrazeno 1 - 5
of 5
pro vyhledávání: '"CARLOS REIFARTH"'
Autor:
RICARDO CASTEDO, ANASTASIO P. SANTOS, CARLOS REIFARTH, MARÍA CHIQUITO, LINA MARIA LÓPEZ, ALEJANDRO PÉREZ-CALDENTEY, SANTIAGO MARTÍNEZ-ALMAJANO, ALEJANDRO ALAÑÓN
Publikováno v:
WIT Transactions on The Built Environment.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::502051c003059d2af6ca496898b1fff6
https://doi.org/10.2495/hpsu220121
https://doi.org/10.2495/hpsu220121
Autor:
Santiago Martinez-Almajano, A. Alañon, Lina M. López, María Chiquito, Ricardo Castedo, Anastasio P. Santos, Carlos Reifarth
Publikováno v:
International Journal of Computational Methods and Experimental Measurements. 9:201-212
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7eb857b2f5a7df200c8441dd436bb442
https://doi.org/10.2495/cmem-v9-n3-201-212
https://doi.org/10.2495/cmem-v9-n3-201-212
Autor:
María Chiquito, Jorge J Losada, Carlos Reifarth, Ricardo Castedo, Anastasio P. Santos, Juan M. Mancilla, Lina M. López
Publikováno v:
Ingeniería e Investigación, Volume: 39, Issue: 3, Pages: 20-26, Published: DEC 2019
The discretization error is not always calculated, even though it is essential for the studies of computational solid mechanics. However, it is well known that an error committed by the mesh used can be as large as the measured variable, which greatl
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::df96556018773aef42c4e2ba9462f418
https://doi.org/10.15446/ing.investig.v39n3.81380
https://doi.org/10.15446/ing.investig.v39n3.81380
Autor:
María Chiquito, A. Alañon, S. Martínez-Almajano, A. Pérez-Caldentey, Ricardo Castedo, Anastasio P. Santos, Lina M. López, Carlos Reifarth
Publikováno v:
International Journal of Impact Engineering. 156:103939
The use of woven Fiber Reinforced Polymer (FRP) as strengthening material on full-scale Reinforced Concrete (RC) slabs was studied in this paper. Carbon (CFRP) and E-glass (GFRP) fibers were tested for comparison. The specimens of the trials were sub
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6e000dbc571f24ef8a4e731fa6c4285c
https://doi.org/10.1016/j.ijimpeng.2021.103939
https://doi.org/10.1016/j.ijimpeng.2021.103939
Autor:
Ricardo Castedo, A. Alañon, Anastasio P. Santos, Carlos Reifarth, Lina M. López, S. Martínez-Almajano, María Chiquito, A. Pérez-Caldentey
Publikováno v:
Engineering Structures. 231:111774
This paper investigates the response of three reinforced concrete slabs subjected to a dynamic (explosive) load at close range, through full-scale testing and its subsequent simulation with numerical models. The first slab was subjected to 1.74 kg of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::168b369c0b6fe0309b33708a45cbd165
https://doi.org/10.1016/j.engstruct.2020.111774
https://doi.org/10.1016/j.engstruct.2020.111774