Jul 03

Analysis of a bridge approach: long-term behaviour from short-term response

Giacomo Ognibene, Prof William Powrie, Dr Louis Le Pen and Dr John Harkness

15th Railway Engineering Conference, Edinburgh, U.K.

3rd July 2019

Abstract

Transition zones are locations where trackbed support conditions change abruptly, for example from an earth embankment onto a bridge. The track geometry at these sites degrades faster than regular railway track, requiring more frequent and costlier maintenance. To improve understanding of the underlying causes and improve maintenance and design methods, numerical studies are often carried out, although it is computationally expensive and generally not feasible to mimic a sufficient number of loading cycles to represent reality. This paper explores an approach to predicting the long term performance of a bridge approach based on a short term simulation. Three novel performance indicators are suggested, based on existing empirical settlement equations. The dynamic response of a real ballasted railway bridge transition was studied using a Finite Element (FE) model, and the effects of train speed, sub-base soil and under sleeper pads (USPs) were investigated. Results show that both the train speed and the sub-base material affect transition performance. In accordance with previous studies, a stiffer, wedge-shaped backfill was found to mitigate the adverse effects of the support stiffness variation at the bridge approach under idealised conditions. Adding USPs appeared to have a relatively minimal influence on track long term performance.

 

 

Jul 03

Evaluating the performance of different sleeper shapes and materials

Toshan Rampat, Dr Louis Le Pen, Prof William Powrie, Dr John Harkness and Dr Antonios Zervos

Railway Engineering-2019

15th International Conference & Exhibition

3rd -4th July 2019

Abstract

Sleepers are conventionally designed in a cuboid shape of similar volume regardless of the material of construction. However, the bending stiffness and load transfer into the track bed is material dependent; and modifying the shape of sleepers by making use of advances in manufacturing ability could improve load transfer characteristics. A parametric study was performed on 6 different shapes of concrete and composite sleepers resting on 4 different types of support to understand which shape works best with each the different support condition. The sleeper shapes and support conditions were modelled using two methods (1) a 2D beam on elastic foundation formulation solved by the finite difference numerical method and (2) a 3D finite element method. Comparison of the results demonstrated that the 2D FDM method was able to reliably predict important characteristics of behaviour – the deflection, pressure and bending moment profiles. The FDM was then used to compare the performance of the different sleeper shapes. The sleeper performance was evaluated for least differential deflection and pressure considering the volume of material used and the lowest range of bending moments present. The overall differential deflection was greater for the composite sleepers than for concrete, but greater improvements were observed for the optimised composite sleeper shapes. The difference between the negative and positive bending moments reduced as the height of the middle section of the sleeper increased and the support in the middle part increases. On average, sleeper with a larger bending stiffness in the middle performed better.

Jul 01

EVALUATING THE PERFORMANCE OF DIFFERENT SLEEPER SHAPES AND MATERIALS

EVALUATING THE PERFORMANCE OF DIFFERENT SLEEPER SHAPES AND
MATERIALS

Toshan Rampat, Louis Le Pen, William Powrie, John Harkness
T.C.Rampat@soton.ac.uk,
Faculty of Engineering and Physical Sciences,
University of Southampton, Southampton,
United Kingdom

In Railway Engineering-2019: 15th International Conference & Exhibition.

Published date: 1 July 2019

URI: http://eprints.soton.ac.uk/id/eprint/434411
KEYWORDS: Sleeper shapes, support conditions, composite, finite difference, finite element

ABSTRACT
Sleepers are conventionally designed in a cuboid shape of similar volume regardless of the material of construction. However, the bending stiffness and load transfer into the track bed is material dependent; and modifying the shape of sleepers by making use of advances in manufacturing ability could improve load transfer characteristics. A parametric study was performed on 6 different shapes of concrete and composite sleepers resting on 4 different types of support to understand which shape works best with each the different support condition. The sleeper shapes and support conditions were modelled using two methods (1) a 2D beam on elastic foundation formulation solved by the finite difference numerical method and (2) a 3D finite element method. Comparison of the results demonstrated that the 2D FDM method was able to reliably predict important characteristics of behaviour – the deflection, pressure and bending moment profiles. The FDM was then used to compare the performance of the different sleeper shapes. The sleeper performance was evaluated for least differential deflection and pressure considering the volume of material used and the lowest range of bending moments present. The overall differential deflection was greater for the composite sleepers than for concrete, but greater improvements were observed for the optimised composite sleeper shapes. The difference between the negative and positive bending moments reduced as the height of the middle section of the sleeper increased and the support in the middle part increases. On average, sleeper with a larger bending stiffness in the middle performed better.

Jan 01

Potential of wireless power transfer for dynamic charging of electric vehicles

Potential of wireless power transfer for dynamic charging of electric vehicles

Abstract

Wireless power transfer (WPT) offers a viable means of charging electric vehicles (EVs) whilst in a dynamic state (DWPT), mitigating issues concerning vehicle range, the size of on-board energy storage and the network distribution of static based charging systems. Such charge while driving technology has the capability to accelerate EV market penetration through increasing user convenience, reducing EV costs and increasing driving range indefinitely, dependent upon sufficient charging infrastructure. This study reviews current traction battery technologies, conductive and inductive charging processes, influential parameters specific to the dynamic charging state as well as highlighting notable work within the field of WPT charging systems. DWPT system requirements, specific to the driver, vehicle and infrastructure interaction environment are summarised and international standards highlighted to acknowledge the work that must be done within this area. It is important to recognise that the gap is not currently technological; instead, it is an implementation issue. Without necessary standardisation, system architectures cannot be developed and implemented without fear of interoperability issues between systems. For successful deployment, the technologies impact should be maximised with the minimum quantity of infrastructure and technology use, deployment scenarios and locations are discussed that have the potential to bring this to fruition.

Dec 18

Microwave neutralizer development for the X-EPT ECR microwave gridded ion thruster

Sam Reeve, Dr Angelo Grubisic, Joseph Edwards, Peter Turner, Richard Jones, Marcus Collier-Wright, Alessandro Arno, Wojciech Zakrzewski, Maite Sevilla, Paul Aimone and Francois Dary

Journal of Physics D: Applied Physics

0022-3727

Scopus rating (2019): CiteScore 5.3 SJR 0.899 SNIP 1.144

Abstract

This paper presents the development and testing of a microwave neutralizer intended for the first ever dual-stage electron cyclotron resonance microwave gridded ion thruster. The neutralizer is fabricated from metal 3D printing and is driven via a common 2.45 GHz solid state microwave supply with the ion thruster, providing an electron source for beam neutralization. The thruster operates between 1-3 kW delivering 18-165 mN between 3000-5000 s specific impulse in dual-modes. A self-igniting plasma was achieved at 30 W forward microwave power and 2 SCCM Argon flow rate, while a maximum current of 86 mA was drawn to an external anode in a diode configuration. While extracted electron currents do not yet meet the beam current requirements for the gridded ion thruster, various developments are presented as a means to increase the extracted current in future design iterations.

Oct 16

A classification system for port cities to improve understanding of port-city maritime pollution

Toby Roberts, Attard, {George S.}, Mario Brito, Florentin Bulot, Easton, {Natasha, Hazel Celeste}, Gerrard, {Simon P}, Gareth Giles, Kim, {Jang Young}, Robert Mayon, Nugraha, {Aditya Tafta}, Peter Shaw, Damon Teagle, Wright, {Andrew J}, Yakran, {Sevil Deniz}, Prof Ian Williams and Matthew Loxham

The 12th International Conference of Port-City Universities League PUL 18

16/10/18 → 17/10/18

Ho-Chi Minh City, Viet Nam

Abstract

Ports are vital to the global economy, providing a range of local, regional, national, and international benefits. However they also give rise to negative impacts, which are often concentrated within the local area. Amongst these, maritime pollution of the air and water may have considerable consequences for the environment, as well as human health and well-being. In order to improve understanding of how maritime pollution varies between cities, a classification system was developed based on a range of variables. These variables include passenger numbers, annual throughput (TEU), World Bank Port Infrastructure Quality indices, urban area characteristics, human development index, adherence to environmental conventions, port structure, local climate zone, and local infrastructure. Information on these variables was collected for 200 large port cities selected from Lloyd’s list top 100 container ports, AAPA world port rankings, regional lists of large ports and members of Port-City Universities League. Cruise passenger numbers and cargo tonnage appear to be a useful way of grouping ports. A provisional system using these variables was created which offers an improved system for grouping ports by size and function.

Aug 25

Formation, Growth, and Failure of Debris Jams at Bridge Piers

Research Article

First published in Water Resources Research for American Geophysical Union AGU: 24 August 2018

Abstract

The accumulation of large wood debris around bridge piers obstructs the flow, producing increased upstream water levels, large horizontal structural loadings, and flow field modifications that can considerably exacerbate scour. Read the rest of this entry »

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