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Accelerating reliability analysis of deteriorated simply supported concrete beam with a newly developed approach: MCS, FORM and ANN (2024)
Journal Article

Reliability analysis methods are used to evaluate the safety of reinforced concrete structures by evaluating the limit state function g(Xi). For implicit limit state function and nonlinear analysis, an advanced reliability analysis methods are needed... Read More about Accelerating reliability analysis of deteriorated simply supported concrete beam with a newly developed approach: MCS, FORM and ANN.

Reliability analysis of deteriorated post-tensioned concrete bridges: The case study of Ynys-y-Gwas bridge in UK (2022)
Journal Article

Concrete structures are exposed to aggressive environmental conditions that lead to corrosion of the embedded reinforcement and pre-stressing steel. Consequently, the safety of concrete structures may be compromised, and this requires a significant b... Read More about Reliability analysis of deteriorated post-tensioned concrete bridges: The case study of Ynys-y-Gwas bridge in UK.

Wind tunnel measurements of the aerodynamic characteristics of a 3:2 rectangular cylinder including non-Gaussian and non-stationary features (2021)
Journal Article

This paper presents a wind tunnel investigation of the aerodynamic characteristics (force and pressure coefficients) of a static 3:2 rectangular cylinder in smooth flow for angles of attack between −4° and 90° at various values of Reynolds number. In... Read More about Wind tunnel measurements of the aerodynamic characteristics of a 3:2 rectangular cylinder including non-Gaussian and non-stationary features.

A regression-based damage detection method for structures subjected to changing environmental and operational conditions (2020)
Journal Article

© 2020 Elsevier Ltd Damage detection of civil engineering structures during the past decade has focused on eliminating the effects of the changing environmental and operational conditions, from the effects of damage. In the literature, a regression a... Read More about A regression-based damage detection method for structures subjected to changing environmental and operational conditions.

3D LES simulations of a static and vertically free-to-oscillate 4:1 rectangular cylinder: Effects of the grid resolution (2019)
Journal Article

Vortex induced vibration (VIV) is an important phenomenon which appears in flexible structures immersed in a moving fluid. This oscillation is self-sustained and self-limited, but VIV might cause fatigue damage and affect the structure's serviceabili... Read More about 3D LES simulations of a static and vertically free-to-oscillate 4:1 rectangular cylinder: Effects of the grid resolution.

Vortex-induced vibration of a 5:1 rectangular cylinder: A comparison of wind tunnel sectional model tests and computational simulations (2018)
Journal Article

Considered to be representative of a generic bridge deck geometry and characterised by a highly unsteady flow field, the 5:1 rectangular cylinder has been the main case study in a number of studies including the “Benchmark on the Aerodynamics of a R... Read More about Vortex-induced vibration of a 5:1 rectangular cylinder: A comparison of wind tunnel sectional model tests and computational simulations.

Modelling and parametric study of the re-anchorage of ruptured tendons in bonded post-tensioned concrete (2017)
Journal Article

The contribution of ruptured tendons to the residual strength of bonded post-tensioned concrete structures is currently assessed based on pre-tensioned concrete bond models. However, this approach is inaccurate due to the inherent differences between... Read More about Modelling and parametric study of the re-anchorage of ruptured tendons in bonded post-tensioned concrete.

Influence of preload and nonlinearity of railpads on vibration of railway tracks under stationary and moving harmonic loads (2015)
Journal Article

In railway track dynamics, the stiffness and damping properties of railpads have a significant effect on track vibration, decay rates as well forces transmitted to the track supporting structure. Many studies have shown that railpads exhibit pronounc... Read More about Influence of preload and nonlinearity of railpads on vibration of railway tracks under stationary and moving harmonic loads.

On the applicability of 2D URANS and SST k-? turbulence model to the fluid-structure interaction of rectangular cylinders (2015)
Journal Article

In this work the practical applicability of a 2D URANS approach adopting a block structured mesh and Menter's SST k-? turbulence model in fluid-structure interaction (FSI) problems is studied using as a test case a ratio B/H = 4 rectangular cylinder.... Read More about On the applicability of 2D URANS and SST k-? turbulence model to the fluid-structure interaction of rectangular cylinders.