Alex M. Remennikov

Dr. Alex M. Remennikov

University of Wollongong, Wollongong NSW 2522, Australia
orcid

Research Focus & Metrics

Academic Career Length

35Years (1992-Present)

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

Representative Publications

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1 November 2017 in Composite Structures
Verified
Journal Article
Closed access
CQChang Qi
Chang Qi
ARAlex M. Remennikov
Alex M. Remennikov
LPLian-Zheng Pei
Lian-Zheng Pei
SYShu Yang
Shu Yang
ZYZhi-Hang Yu
Zhi-Hang Yu
Tuan  NgoTuan Ngo
Tuan Ngo

1 March 2008 in Structural Control and Health Monitoring
Verified
Journal Article
Closed access
PDF file
ARAlex M. Remennikov
Alex M. Remennikov
Sakdirat KaewunruenSakdirat Kaewunruen
Sakdirat Kaewunruen
Train and track interactions during services normally generate substantial forces on railway tracks. Such forces are transient by nature and of relatively large magnitude and are referred to as impact loading. There has been no comprehensive review of the typical characteristics of the loading conditions for railway track structures, in particular, impact loads due to the wheel/rail interaction, published in the literature. This paper presents a review of basic design concepts for railway tracks, abnormalities on tracks, and a variety of typical dynamic impact loadings imparted by wheel/rail interaction and irregularities. The characteristics of typical impact loads due to wheel and rail irregularities, e.g. rail corrugation, wheel flats and shells, worn wheel and rail profiles, bad welds or joints, and track imperfections, are presented with particular emphasis on the typical shapes of the impact load waveforms generally found on railway tracks. Copyright © 2007 John Wiley & Sons, Ltd.

1 December 2015 in Composite Structures
Verified
Journal Article
Closed access
Wahid FerdousWahid Ferdous
Wahid Ferdous
Allan ManaloAllan Manalo
Allan Manalo
GEGerard Van Erp
Gerard Van Erp
TAThiru Aravinthan
Thiru Aravinthan
Sakdirat KaewunruenSakdirat Kaewunruen
Sakdirat Kaewunruen
ARAlex M. Remennikov
Alex M. Remennikov

1 April 2016 in Engineering Structures
Verified
Journal Article
Closed access
MGM. Goldston
M. Goldston
ARAlex M. Remennikov
Alex M. Remennikov
MSM. Neaz Sheikh
M. Neaz Sheikh

26 December 2022 in Sensors
Verified
Journal Article
Open access
PDF file
Sakdirat KaewunruenSakdirat Kaewunruen
Sakdirat Kaewunruen
MAMohannad AbdelHadi
Mohannad AbdelHadi
Manwika KongpuangManwika Kongpuang
Manwika Kongpuang
Withit PansukWithit Pansuk
Withit Pansuk
ARAlex M. Remennikov
Alex M. Remennikov
Innovative digital twins (DTs) that allow engineers to visualise, share information, and monitor the condition during operation is necessary to optimise railway construction and maintenance. Building Information Modelling (BIM) is an approach for creating and managing an inventive 3D model simulating digital information that is useful to project management, monitoring and operation of a specific asset during the whole life cycle assessment (LCA). BIM application can help to provide an efficient cost management and time schedule and reduce the project delivery time throughout the whole life cycle of the project. In this study, an innovative DT has been developed using BIM integration through a life cycle analysis. Minnamurra Railway Bridge (MRB), Australia, has been chosen as a real-world use case to demonstrate the extended application of BIM (i.e., the DT) to enhance the operation, maintenance and asset management to improve the sustainability and resilience of the railway bridge. Moreover, the DT has been exploited to determine GHG emissions and cost consumption through the integration of BIM. This study demonstrates the feasibility of DT technology for railway maintenance and resilience optimisation. It also generates a virtual collaboration for co-simulations and co-creation of values across stakeholders participating in construction, operation and maintenance, and enhancing a reduction in costs and GHG emission.