Pedro Aires Montenegro

Dr. Pedro Aires Montenegro

Department of Civil Engineering, Faculty of Engineering, University of Porto, 4200-465 Porto, Portugal
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Research Focus & Metrics

Academic Career Length

13Years (2014-Present)

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

Representative Publications

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1 November 2021 in Mechanical Systems and Signal Processing
Verified
Journal Article
Closed access
DRD. Ribeiro
D. Ribeiro
RSR. Santos
R. Santos
Rafael CabralRafael Cabral
Rafael Cabral
GSG. Saramago
G. Saramago
Pedro Aires MontenegroPedro Aires Montenegro
Pedro Aires Montenegro
RCR. Calçada
R. Calçada

29 October 2015 in Earthquake Engineering & Structural Dynamics
Verified
Journal Article
Closed access
PDF file
Pedro Aires MontenegroPedro Aires Montenegro
Pedro Aires Montenegro
RCR. Calçada
R. Calçada
NPN. Vila Pouca
N. Vila Pouca
MTM. Tanabe
M. Tanabe

1 May 2015 in Computers & Structures
Verified
Journal Article
Closed access
Pedro Aires MontenegroPedro Aires Montenegro
Pedro Aires Montenegro
SNS.G.M. Neves
S.G.M. Neves
RCR. Calçada
R. Calçada
MTM. Tanabe
M. Tanabe
MSM. Sogabe
M. Sogabe

1 May 2020 in Engineering Structures
Verified
Journal Article
Closed access
Pedro Aires MontenegroPedro Aires Montenegro
Pedro Aires Montenegro
DBD. Barbosa
D. Barbosa
HCHermes Carvalho
Hermes Carvalho
RCR. Calçada
R. Calçada

1 November 2020 in Engineering Failure Analysis
Verified
Journal Article
Closed access
DRD. Ribeiro
D. Ribeiro
RSR. Santos
R. Santos
ASA. Shibasaki
A. Shibasaki
Pedro Aires MontenegroPedro Aires Montenegro
Pedro Aires Montenegro
HCH. Carvalho
H. Carvalho
RCR. Calçada
R. Calçada

28 April 2021 in Applied Sciences
Verified
Journal Article
Open access
PDF file
Araliya MoslehAraliya Mosleh
Araliya Mosleh
Pedro Aires MontenegroPedro Aires Montenegro
Pedro Aires Montenegro
Pedro Alves CostaPedro Alves Costa
Pedro Alves Costa
RCRui Calçada
Rui Calçada
The gradual deterioration of train wheels can increase the risk of failure and lead to a higher rate of track deterioration, resulting in less reliable railway systems with higher maintenance costs. Early detection of potential wheel damages allows railway infrastructure managers to control railway operators, leading to lower infrastructure maintenance costs. This study focuses on identifying the type of sensors that can be adopted in a wayside monitoring system for wheel flat detection, as well as their optimal position. The study relies on a 3D numerical simulation of the train-track dynamic response to the presence of wheel flats. The shear and acceleration measurement points were defined in order to examine the sensitivity of the layout schemes not only to the type of sensors (strain gauge and accelerometer) but also to the position where they are installed. By considering the shear and accelerations evaluated in 19 positions of the track as inputs, the wheel flat was identified by the envelope spectrum approach using spectral kurtosis analysis. The influence of the type of sensors and their location on the accuracy of the wheel flat detection system is analyzed. Two types of trains were considered, namely the Alfa Pendular passenger vehicle and a freight wagon.