Zobrazeno 1 - 10
of 27
pro vyhledávání: '"José Gonilha"'
Autor:
David Martins, João R. Correia, Volnei Tita, José Gonilha, Nuno Silvestre, Lourenço Almeida Fernandes
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030881658
The ability to numerically predict the ultimate strength of fibre reinforced polymer (FRP) structures is fundamental in order to enable design methodologies not resorting exclusively to experimental tests. In the last few decades, several authors hav
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d3250f3c7871a40a05d4f2b7681b4d17
https://doi.org/10.1007/978-3-030-88166-5_50
https://doi.org/10.1007/978-3-030-88166-5_50
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030881658
Lecture Notes in Civil Engineering
Lecture Notes in Civil Engineering
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ce748a2d436adc3ce76893d9e3704483
https://doi.org/10.1007/978-3-030-88166-5_149
https://doi.org/10.1007/978-3-030-88166-5_149
Autor:
David Martins, João Gomes Ferreira, João R. Correia, Mário F. Sá, José Gonilha, Nuno Silvestre
Publikováno v:
Composite Structures. 220:194-208
Part 1 [1] of this two-part paper presented an experimental study of the cyclic behaviour of a novel beam-to-column sleeve connection system for pultruded glass fibre reinforced polymer (GFRP) tubular profiles, and the numerical simulation of such be
Publikováno v:
Composite Structures. 220:304-317
Pultruded glass fibre reinforced polymer (GFRP) profiles have low weight, high strength and corrosion resistance, but their brittle failure raises concerns about their use in seismic regions. Moreover, although their static monotonic response is reas
Publikováno v:
Composite Structures. 202:518-529
This paper presents experimental and numerical investigations about the effects of thermal cycles on adhesively bonded joints between pultruded glass fibre reinforced polymer – unsaturated polyester (GFRP) adherends used in civil engineering struct
Publikováno v:
Engineering Structures. 168:784-798
In order to overcome the main mechanical drawbacks of GFRP profiles, namely their high deformability and proneness to instability phenomena, several GFRP-concrete hybrid solutions comprising bonded connections with epoxy adhesive have been proposed.
Autor:
M.R.T. Arruda, Luís M. S. S. Castro, João R. Correia, Mario Garrido, António Ferreira, José Gonilha
Publikováno v:
Composites Part B: Engineering. 137:39-50
This paper presents some numerical investigations related to the use of a new approximation function to be applied in Carrera's Unified Formulation (CUF). The main objective is to study and assess the efficiency of the CUF, when Legendre approximatio
Publikováno v:
Engineering Structures. 249:113294
This paper presents an experimental study about the monotonic and cyclic behaviour of beam-to-column connections between pultruded GFRP profiles with I-section, joined by means of stainless steel cuff connection parts. This study pursues a previous i
Publikováno v:
Engineering Structures. 247:113165
The use of glass-fibre reinforced polymer (GFRP) cuff parts to join GFRP beams and columns has been object of several experimental and numerical studies in the past, which showed their improved mechanical performance when compared to connection syste
Publikováno v:
Composite Structures. 171:263-276
Despite the increasing use of pultruded glass fibre reinforced polymer (GFRP) profiles in civil engineering structural applications, most common beam-to-column connection systems still mimic those used in steel frame structures, not accounting for th