Zobrazeno 1 - 10
of 22
pro vyhledávání: '"M. V. Faria"'
Publikováno v:
Scientific Electronic Archives, Vol 9, Iss 5, Pp 39-44 (2016)
This study aimed to evaluate the effect of forms of application of foliar fertilizers and fungicides to control fungus causing white maize spot, Phaeosphaeria maydis, and the growth and development of hybrids maize. The design had randomized blocks,
Externí odkaz:
https://doaj.org/article/de4aff63dd3b484daa3fc5684700a1fe
Publikováno v:
Scientific Electronic Archives, Vol 9, Iss 5, Pp 39-44 (2016)
This study aimed to evaluate the effect of forms of application of foliar fertilizers and fungicides to control fungus causing white maize spot, Phaeosphaeria maydis, and the growth and development of hybrids maize. The design had randomized blocks,
Externí odkaz:
https://doaj.org/article/dfe99de93c6e43e1bb7ab18e7572bde0
Publikováno v:
Applied Sciences, Vol 14, Iss 15, p 6629 (2024)
Material optimization was one of the challenges for achieving cost-competitive solutions when concrete was introduced in construction, leading to new structural shapes for both civil works and buildings. As concrete construction became dominant, savi
Externí odkaz:
https://doaj.org/article/002837df746c4429b141ba18624b3590
Autor:
Maurizio Orlando, Duarte M. V. Faria, António Manuel Pinho Ramos, Massimo Lapi, Nuno D. Gouveia
Publikováno v:
Structural Concrete. 19:217-229
This paper deals with the experimental and theoretical evaluation of punching shear capacity of steel fiber reinforced concrete (SFRC) slab–column connections. Five experimental specimens with a thickness of 160 mm, different fiber volume contents
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
SFRH/BD/109073/2015. Sem PDF conforme despacho. This paper presents a study of the behaviour and load capacity of steel-fibre-reinforced concrete (SFRC) flat slabs under monotonically increased concentrated vertical loads. The SFRC was used only in t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c4a762a09366408b042740f18b10f5c5
http://www.scopus.com/inward/record.url?scp=85065019494&partnerID=8YFLogxK
http://www.scopus.com/inward/record.url?scp=85065019494&partnerID=8YFLogxK
This work received support from the Fundacao para a Ciencia e a Tecnologia - Ministerio da Ciencia, Tecnologia e Ensino Superior (scholarship number SFRH/BD/109073/2015). The authors would like to thank Eng. Erik Ulrix from BIU, Portugal, Eng. Ana Ma
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f9ae79db56c2060697cb1db11de49bec
http://www.scopus.com/inward/record.url?scp=85057736376&partnerID=8YFLogxK
http://www.scopus.com/inward/record.url?scp=85057736376&partnerID=8YFLogxK
Publikováno v:
Structural Concrete. 17:799-810
Most classic investigations on bonding properties in reinforced concrete have been performed on the basis of pull-out tests, where a reinforcement bar is pulled out from an uncracked concrete cylinder, prism or cube. In these tests, the bond is gover
Autor:
António Manuel Pinho Ramos, André Almeida, Duarte M. V. Faria, Valter José da Guia Lúcio, Micael M.G. Inácio
Publikováno v:
Engineering Structures. 103:275-284
The experimental research carried out to study the punching behavior of high strength concrete (HSC) flat slabs is reported in the present work. Three flat slab specimens were cast using HSC and another one with normal strength concrete (NSC), to be
Autor:
António Manuel Pinho Ramos, Duarte M. V. Faria, Miguel Fernández Ruiz, Aurelio Muttoni, Juergen Einpaul
Publikováno v:
Construction and Building Materials. 73:366-377
One possibility for strengthening existing flat slabs consists on gluing fibre reinforced polymers (FRPs) at the concrete surface. When applied on top of slab–column connections, this technique allows increasing the flexural stiffness and strength
Publikováno v:
Engineering Structures. 76:90-98
The use of prestress in flat slabs is a common solution, mainly because it allows larger spans and thinner slabs. Nevertheless, smaller thicknesses near the slab-column connections, along with the superposition of high shear and flexural stresses, ar