Joaquim António Oliveira de Barros

Prof. Dr. Joaquim António Oliveira de Barros

Department of Civil Engineering, ISISE, Institute of Science and Innovation for Bio-Sustainability (IB-S), University of Minho, Campus de Azurém, 4800-058 Guimarães, Portugal
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Research Focus & Metrics

Academic Career Length

36Years (1991-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 March 2007 in Cement and Concrete Composites
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Journal Article
Closed access
JBJoaquim António Oliveira de Barros
Joaquim António Oliveira de Barros
SDS.J.E. Dias
S.J.E. Dias
JLJ.L.T. Lima
J.L.T. Lima

1 April 2005 in Cement and Concrete Composites
Verified
Journal Article
Closed access
JBJoaquim António Oliveira de Barros
Joaquim António Oliveira de Barros
AFA.S. Fortes
A.S. Fortes

1 January 2005 in Materials and Structures
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Journal Article
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JBJoaquim António Oliveira de Barros
Joaquim António Oliveira de Barros
VCVítor M.C.F. Cunha
Vítor M.C.F. Cunha
ARA. F. Ribeiro
A. F. Ribeiro
JAJ. A. B. Antunes
J. A. B. Antunes

1 November 1999 in Journal of Materials in Civil Engineering
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Journal Article
Closed access
JBJoaquim António Oliveira de Barros
Joaquim António Oliveira de Barros
JFJ. A. Figueiras
J. A. Figueiras
In this paper the results of tests performed on specimens and structural elements made of steel fiber reinforced concrete (SFRC) are presented. Fiber content of the concrete ranged from 0 to 60 kg/m3. Using the results of the uniaxial compression tests performed under displacement control condition, a stress-strain relationship for fiber concrete in compression was derived. Three-point bending tests on notched beams were carried out to simulate the postcracking behavior and to evaluate the fracture energy. Based on the constitutive relationships derived from the experiments, a layered model for the analysis of steel fiber reinforced concrete cross sections was developed. The model performance and the benefits of fiber reinforcement on thin slabs reinforced with steel bars were assessed by carrying out tests on slab strips. The main results are presented and discussed.

1 April 2015 in Construction and Building Materials
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Journal Article
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CFCristina Frazão
Cristina Frazão
Aires CamõesAires Camões
Aires Camões
JBJoaquim António Oliveira de Barros
Joaquim António Oliveira de Barros
DGDelfina Gonçalves
Delfina Gonçalves

1 January 2010 in Journal of Materials in Civil Engineering
Verified
Journal Article
Closed access
VCVítor M.C.F. Cunha
Vítor M.C.F. Cunha
JBJoaquim António Oliveira de Barros
Joaquim António Oliveira de Barros
Jose Sena-CruzJose Sena-Cruz
Jose Sena-Cruz
In steel fiber-reinforced composites materials, fiber and matrix are bonded together through a weak interface. The study of this interfacial behavior is important for understanding the mechanical behavior of such composites. Moreover, with the outcome of new composites materials with improved mechanical properties and advanced cement matrices, such in the case of steel fiber reinforced self-compacting concrete, the study of the fiber/matrix interface assumes a new interest. In the present work, experimental results of both straight and hooked-end steel fibers pullout tests on a self-compacting concrete medium are presented and discussed. Emphasis is given to the accurate acquirement of the pullout load versus end-slip relationship. The influence of fiber embedded length and orientation on the fiber pullout behavior is studied. Additionally, the separate assessment of the distinct bond mechanisms is performed, by isolating the adherence bond from the mechanical bond provided by the hook. Finally, analytical bond-slip relationships are obtained by back-analysis procedure with an interfacial cohesive model.