Carlos Rebelo

ORCID: 0000-0003-2543-0114
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About
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Research Areas
  • Structural Load-Bearing Analysis
  • Structural Engineering and Vibration Analysis
  • Structural Behavior of Reinforced Concrete
  • Mechanical stress and fatigue analysis
  • Fatigue and fracture mechanics
  • Vibration and Dynamic Analysis
  • Structural Health Monitoring Techniques
  • Engineering Structural Analysis Methods
  • Railway Engineering and Dynamics
  • Seismic Performance and Analysis
  • Structural Engineering and Materials Analysis
  • Geotechnical Engineering and Underground Structures
  • Fire effects on concrete materials
  • Structural Analysis and Optimization
  • Probabilistic and Robust Engineering Design
  • Structural Response to Dynamic Loads
  • Wind Energy Research and Development
  • Wind and Air Flow Studies
  • Concrete Corrosion and Durability
  • Structural Integrity and Reliability Analysis
  • Civil and Structural Engineering Research
  • Material Properties and Failure Mechanisms
  • Animal Behavior and Welfare Studies
  • Structural Analysis of Composite Materials
  • Composite Structure Analysis and Optimization

University of Coimbra
2015-2024

University of Minho
2023

Delft University of Technology
2019

University of Cambridge
2015-2016

University Health Care System
2008

This paper aims to present the axial behavior of a new composite column through an experimental and computational investigation. Four distinct configurations novel CF-CFS columns were evaluated. The test setup results documented in detail, including load-bearing capacity, load–deformation, failure modes. buckling steel components (thin-walled profiles) was investigated. mitigation local caused by concrete supporting thin-walled plates explored. Additionally, numerical simulations performed...

10.1016/j.tws.2022.109603 article EN cc-by-nc-nd Thin-Walled Structures 2022-06-23

Seismic design criteria allow enhancing the structural ductility and controlling damage distribution. Therefore, detailing rules requirements given by current seismic codes might be also beneficial to improve robustness. In this paper a comprehensive parametric study devoted quantifying effectiveness of for steel Moment Resisting Frames (MRF) in limiting progressive collapse under column loss scenarios is presented discussed. The overall performance was analysed through nonlinear static...

10.12989/scs.2016.21.3.479 article EN Steel and Composite Structures 2016-06-30

In North America and Europe, there is a significant number of centenary metallic bridges that require maintenance strengthening operations. These structures need to be adapted increasing traffic intensities, their structural integrity should constantly evaluated. Fatigue damages were not considered in the original design old bridges, riveted connections are one most frequent sources fatigue on these structures. This paper intends contribution for reliable assessment behavior by proposing S-N...

10.1061/ajrua6.0001081 article EN ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A Civil Engineering 2020-06-30

This paper presents a comprehensive investigation into the behavior of column webs/faces under out-of-plane loading within steel joints. The experimental component study involves testing five profiles, encompassing both open and closed sections with varying web slenderness grade, subjected to direct tensile loads through bolted connections, utilizing single double rows bolts. Concurrently, numerical simulations are conducted using finite element models, thoroughly calibrated results. Drawing...

10.1016/j.tws.2024.112141 article EN cc-by-nc Thin-Walled Structures 2024-06-15
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