Go to:
Logótipo
Comuta visibilidade da coluna esquerda
Você está em: Start > Publications > View > Monotonic and cyclic flexural behaviour of square/rectangular rubberized concrete-filled steel tubes
Publication

Publications

Monotonic and cyclic flexural behaviour of square/rectangular rubberized concrete-filled steel tubes

Title
Monotonic and cyclic flexural behaviour of square/rectangular rubberized concrete-filled steel tubes
Type
Article in International Scientific Journal
Year
2017
Authors
Silva, A
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Jiang, Y
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Silvestre, N
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Monteiro, R
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Journal
Vol. 139
Pages: 385-396
ISSN: 0143-974X
Publisher: Elsevier
Other information
Authenticus ID: P-00N-3BE
Abstract (EN): This paper focuses on the assessment of the behaviour of Concrete Filled Steel Tube (CFST) columns with square/rectangular cross-section, made with Rubberized Concrete (RuC), under flexural loading. The study aims to evaluate the differences between this type of composite members and typical CFST members made with standard concrete (StdC), namely in terms of the influence of the rubber aggregate replacement ratio on member strength, ductility, and energy dissipation capacity. The experimental campaign comprised the testing of 16 square members, 12 RuCFST and 4 StdCFST, and 4 rectangular RuCFSTs. A number of parameters were investigated, namely the cross-section slenderness (i.e., the width-to-thickness ratio of the steel tube), the aggregate replacement ratio (i.e., the percentage of sand aggregate of the concrete mixture that is substituted by rubber particles), axial load level and lateral loading type. The test results are compared with the member capacities obtained with the application of Eurocode 4. The results show a minimal influence of the type of concrete infill on the monotonic and cyclic behaviour of the members and also allow concluding that the European code is conservative in predicting the capacity of the specimens. Furthermore, the results obtained demonstrate that the cross-section slenderness has an important role on the behaviour of these members. Nonetheless, the requirements pertaining this parameter that are currently defined in Eurocodes 4 and 8 can be relaxed.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 12
Documents
We could not find any documents associated to the publication.
Related Publications

Of the same authors

Seismic performance of composite moment-resisting frames achieved with sustainable CFST members (2016)
Article in International Scientific Journal
Silva, A; Jiang, Y; Macedo, L; J. M. Castro; Monteiro, R; Silvestre, N
Predictors of low quality of life after open inguinal hernia repair using the EuraHS-QoL score: prospective multicentric cohort study across 33 hospitals (2021)
Article in International Scientific Journal
Fernandez, MA; Figueiredo, C; Guerrero, M; Neuparth, M; Reia, M; Lages, R; Lages, R; Pimentel, A; Santos, T; da Silva, SD; de Carvalho, LMF; Frutuoso, ALP; Matias, R; Matos, L; Almeida, F; Amado, F; Ferreira, A; Martins, I; Mateia, E; Praxedes, V...(mais 206 authors)
Experimental assessment of the flexural behaviour of circular rubberized concrete-filled steel tubes (2016)
Article in International Scientific Journal
Silva, A; Jiang, Y; J. M. Castro; Silvestre, N; Monteiro, R

Of the same journal

ULCF assessment of X52 piping steel by means of cyclic bending tests (2017)
Article in International Scientific Journal
Fernandes, AA; Abilio M P De Jesus; Pereira,J.; Xavier,J.
Seismic risk assessment of cold-formed steel shear wall systems (2017)
Article in International Scientific Journal
Kechidi, S; Macedo, L; J. M. Castro; Bourahla, N
Seismic design procedure for cold-formed steel sheathed shear wall frames: Proposal and evaluation (2017)
Article in International Scientific Journal
Kechidi, S; Bourahla, N; J. M. Castro
Practical considerations on the design of concentrically-braced steel frames to Eurocode 8 (2019)
Article in International Scientific Journal
A. Silva; José M. Castro; R. Monteiro
Post-rehabilitation Assessment of a Centenary Steel Bridge Through Numerical and Experimental Analysis (2013)
Article in International Scientific Journal
Filipe Cavadas; Carlos Rodrigues; Carlos Félix; Joaquim Figueiras

See all (24)

Recommend this page Top
Copyright 1996-2025 © Faculdade de Direito da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z
Page created on: 2025-08-16 at 13:54:12 | Privacy Policy | Personal Data Protection Policy | Whistleblowing