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    Reliability of Fatigue Strength Curves for Riveted Connections Using Normal and Weibull Distribution Functions 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2020:;Volume ( 006 ):;issue: 003
    Author(s): Bruno Pedrosa; José A. F. O. Correia; Carlos A. S. Rebelo; Milan Veljkovic
    Publisher: ASCE
    Abstract: In North America and Europe, there is a significant number of centenary metallic bridges that require maintenance and strengthening operations. These structures need to be adapted to increasing traffic intensities, and ...
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    Stress Concentration Factor Evaluation of Offshore Tubular KT Joints Based on Analytical and Numerical Solutions: Comparative Study 

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 004:;page 04021047-1
    Author(s): Ali Aidibi; Sajjad Babamohammadi; Nicholas Fatnuzzi; José A. F. O. Correia; Lance Manuel
    Publisher: ASCE
    Abstract: Fatigue damage is treacherous and can lead to the failure of offshore structures. The purpose of this research is to evaluate and discuss the stress concentration factor (SCF) values for two geometries of offshore tubular ...
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    Comparison between Stiffened Plate and Steel Aluminum Foam Sandwich Panels 

    Source: Practice Periodical on Structural Design and Construction:;2024:;Volume ( 029 ):;issue: 002:;page 04024001-1
    Author(s): Aditya Vidwans; Nicholas Fantuzzi; José A. F. O. Correia; Patrizia Trovalusci
    Publisher: ASCE
    Abstract: In civil structures, a lot of attention is paid to lightweight design, i.e., reduction in self-weight by design without compromising safety, integrity, and performance of a structure. The cost-effectiveness of lightweight ...
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    Reliability Analysis of Composite-Nanofluid Tube Using Finite-Based Armijo Method 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2021:;Volume ( 007 ):;issue: 004:;page 04021057-1
    Author(s): Behrooz Keshtegar; Reza Kolahchi; José A. F. O. Correia; Nicholas Fantuzzi; Mohammad Hassan Mirabimoghaddam
    Publisher: ASCE
    Abstract: The reliable performance of composite tubes conveying nanofluid is an essential issue for robust design under dynamic loads. Further, the frequency failure mode of these structures is a considerable performance function ...
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    Fatigue Assessments of a Jacket-Type Offshore Structure Based on Static and Dynamic Analyses 

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 026 ):;issue: 001:;page 04020054
    Author(s): Paulo Mendes; José A. F. O. Correia; António Mourão; Rafael Pereira; Nicholas Fantuzzi; Abílio De Jesus; Rui Calçada
    Publisher: ASCE
    Abstract: Offshore structures are mainly associated with the oil and gas industry given that globally, nearly one-third of the oil and gas extracted worldwide comes from offshore sources. This situation is likely to continue to rise ...
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    Numerical Simulation of Non-Fick Moisture Diffusion of Pultruded Composite GFRP Bridge Deck Plates 

    Source: Journal of Performance of Constructed Facilities:;2021:;Volume ( 035 ):;issue: 006:;page 04021079-1
    Author(s): Haohui Xin; Yuqing Liu; Ayman Mosallam; José A. F. O. Correia; Youyou Zhang; Jun He
    Publisher: ASCE
    Abstract: Long-term exposure to a harsh environment leads to irreversible degradation of mechanical properties of fiber-reinforced polymer (FRP) profiles. Understanding the aging effects on pultruded FRP composites due to long-term ...
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    Applying the Weibull and Stüssi Methods that Derive Reliable Wöhler Curves to Historical German Bridges 

    Source: Practice Periodical on Structural Design and Construction:;2020:;Volume ( 025 ):;issue: 004
    Author(s): Paul Dario Toasa Caiza; Thomas Ummenhofer; José A. F. O. Correia; Abilio De Jesus
    Publisher: ASCE
    Abstract: Preserving the structural integrity of historical bridges made of wrought iron is a mandatory technical requirement in several countries in Europe. A reliable fatigue lifetime estimation of theses bridges allows for proposal ...
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    Fatigue Assessment of Critical Connections in a Historic Eyebar Suspension Bridge 

    Source: Journal of Performance of Constructed Facilities:;2019:;Volume ( 033 ):;issue: 001
    Author(s): Zhongxiang Liu; Matthew H. Hebdon; José A. F. O. Correia; Hermes Carvalho; Paula M. L. Vilela; Abilio M. P. de Jesus; Rui A. B. Calçada
    Publisher: American Society of Civil Engineers
    Abstract: The Hercílio Luz Bridge is an eyebar suspension bridge with a riveted girder built in 1926 in Brazil, in which severe fatigue damage was found after years of service. To provide guidance for rehabilitation of the bridge, ...
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