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    Progressive Damage Analysis of Web Crippling of GFRP Pultruded I-Sections 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 003
    Author(s): Francisco Nunes; Nuno Silvestre; João R. Correia
    Publisher: American Society of Civil Engineers
    Abstract: Glass fiber–reinforced polymer (GFRP) pultruded profiles are prone to web buckling and/or crushing when subjected to concentrated loads in the direction transverse to the pultrusion axis due to their low elastic and strength ...
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    Bond Behavior of Straight and Bent Glass Fiber–Reinforced Polymer Bars at Elevated Temperatures: Pull-Out Tests and Numerical Simulations 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 003:;page 04022028
    Author(s): Inês C. Rosa; Mário R. T. Arruda; João P. Firmo; João R. Correia
    Publisher: ASCE
    Abstract: The bond between concrete and fiber-reinforced polymer (FRP) bars is severely degraded when the glass transition temperature of the FRP (set mainly by the polymeric matrix, typically a thermosetting resin) is approached, ...
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    Direct Strength Method for Web-Crippling Design of Pultruded GFRP Beams 

    Source: Journal of Composites for Construction:;2021:;Volume ( 025 ):;issue: 004:;page 04021031-1
    Author(s): Lourenço Almeida-Fernandes; Nuno Silvestre; João R. Correia
    Publisher: ASCE
    Abstract: This paper proposes, for the first time, a design methodology against the web-crippling failure of pultruded glass fiber–reinforced polymer (GFRP) I-section beams, based on the direct strength method (DSM). This study took ...
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    Seismic Response of Three-Dimensional Pultruded GFRP Frames 

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 004:;page 04024021-1
    Author(s): José Gonilha; David Martins; João R. Correia; Nuno Silvestre; Luís Guerreiro
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the first seismic tests on a full-scale all-composite frame structure, constituted by pultruded glass fiber–reinforced polymer (GFRP) profiles, to the best of the authors’ knowledge. These tests were ...
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    Creep of Sandwich Panels with Longitudinal Reinforcement Ribs for Civil Engineering Applications: Experiments and Composite Creep Modeling 

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 001
    Author(s): Mário Garrido; João R. Correia; Thomas Keller; Susana Cabral-Fonseca
    Publisher: American Society of Civil Engineers
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    Inspection Survey of Support Bearings in Road Bridges 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 004
    Author(s): Luís M. R. Freire; Jorge de Brito; João R. Correia
    Publisher: American Society of Civil Engineers
    Abstract: Support bearings have a very important role in the structural performance of bridges. As an integral part of the bridge, bearings must guarantee a service life that is compatible with that of the remaining bridge components. ...
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    Transverse Fracture Behavior of Pultruded GFRP Materials in Tension: Effect of Fiber Layup 

    Source: Journal of Composites for Construction:;2020:;Volume ( 024 ):;issue: 004
    Author(s): Lourenço Almeida-Fernandes; João R. Correia; Nuno Silvestre
    Publisher: ASCE
    Abstract: This paper presents an experimental study about the transverse tensile fracture properties of several off-the-shelf pultruded glass fiber-reinforced polymer (GFRP) materials, with different fiber layups and geometries and ...
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    GFRP Composite Culverts for Hydraulic and Agricultural Underpasses: Structural Behavior, Design, and Application 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 003:;page 04022026
    Author(s): José A. Gonilha; João R. Correia; Miguel S. Santos; João G. Ferreira; Fernando A. Branco; Rui C. Gomes
    Publisher: ASCE
    Abstract: Corrugated steel-sheet culvert systems were extensively applied in the construction of hydraulic and agricultural highways underpasses from the 1980s until the beginning of the 21st century. Less than 30 years after being ...
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    Three-Dimensional Finite-Element Modeling of the Thermomechanical Response of GFRP-Reinforced Concrete Slab Strips Subjected to Fire 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 005:;page 04022044
    Author(s): António P. C. Duarte; Inês C. Rosa; Mário R. T. Arruda; João P. Firmo; João R. Correia
    Publisher: ASCE
    Abstract: The fire design of reinforced concrete (RC) members with glass fiber–reinforced polymer (GFRP) bars comprising lap splices and cold anchoring zones requires the explicit consideration of the GFRP–concrete bond degradation ...
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    Natural Weathering of GFRP Structures: Case Studies, Data Survey, and Proposal of a Moisture Conversion Factor for Durability Design 

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 006:;page 04024063-1
    Author(s): Inês C. Rosa; André Castelo; João M. Sousa; Mário Garrido; João R. Correia; Susana Cabral-Fonseca; Jorge de Brito
    Publisher: American Society of Civil Engineers
    Abstract: This paper defines a conversion factor included in the European technical specification for the design of fibre–polymer composite structures that considers the effects of moisture on the mechanical properties of fiber-reinforced ...
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