Evaluation of a self-equilibrium cutting strategy for the contour method of residual stress measurement

An assessment of cutting-induced plasticity (CIP) is performed, by finite element (FE) prediction of the plastic strain accumulation along the cut tip when the EDM wire sections the NeT TG4 weld benchmark specimen along two cutting directions. The first direction corresponds to a conventional (C) cutting strategy, whereby the EDM wire cuts through the thickness of the weld specimen and travels in a direction transverse to the weld. The second direction corresponds to a self-equilibrating cutting (SE) strategy, whereby the EDM wire cuts across the transverse direction of the weld specimens and travels through the thickness of the plate. The cutting thus progresses simultaneously through the compression-tension-compression regions of present weld residual stress (WRS) field. This type of cutting strategy is believed to minimize the CIP by minimising residual stress redistribution during cutting, due to stress equilibration across the sectioned material. The simulated cutting procedures are conducted under a range of clamping conditions to assess whether mechanical restraint has a primary or secondary influence on CIP accumulation. Both predictions of CIP and the resultant back-calculated WRS demonstrate that (i) mechanical restraint is the primary variable influencing CIP development, and (ii) under no circumstance does a self-equilibrating cutting strategy perform significantly better than a conventional cutting approach. The reason that self-equilibrating cuts are not effective is illustrated by calculating the Mode I (KI) stress intensity factor (SIF) along the cut tip, and correlating trends in KI to CIP development

Synthesis of α-hydroxy-β,β-difluoro-γ-ketoesters via [3,3]sigmatropic rearrangements

Readily available γ,γ-difluorinated allylic alcohols obtained from trifluoroethanol were esterified efficiently. Exposure to strong base (LDA) afforded the ester enolates, in which chelation both controlled configuration and stabilised against fragmentation, which were trapped as their silyl ketene acetals. Rearrangement occurred to afford base-sensitive acid products. Esterification under mild conditions afforded the purifiable methyl esters in which the masked ketone had been released. Educts with either a benzyloxy or an allyloxy group at the α-position could be deprotected releasing the alcohols

Leadership in the British civil service: an interpretation

This article is essentially a polemic. The argument is that when politicians and officials now talk of ‘leadership’ in the British civil service they do not use that word in the way in which it was previously used. In the past leading civil servants, acting in partnership with ministers and within constitutional constraints, exercised leadership in the sense of setting example, inspiring confidence and encouraging loyalty. The loosening of traditional constitutional patterns, the marginalization of senior officials in the policy process and the emergence of business methods as the preferred model for public ­administration have led to a political and administrative environment in which leadership in the British civil service is now about encouraging patterns of behaviour which fit in with these changes. Leadership skills are now about ‘delivery’; they are not about motivation. It is time for politicians, officials and scholars to be open about this

Flood inundation uncertainty: the case of a 0.5% annual probability flood event

Aging coastal defences around the UK are challenging managers to redesign schemes to be resilient to extreme events and climate change, be cost-effective, and have minimal or beneficial environmental impact. To enable effective design, reduced uncertainty in the assessment of flood risk due to natural variability within the coastal forcing is required to focus on conditions that pose highest threat. The typical UK standard of protection for coastal defences is to withstand a 0.5% annual probability event, historically also known as a 1 in 200 year return period event. However, joint wave-water level probability curves provide a range of conditions that meet this criterion. We examine the Dungeness and Romney Marsh coastal zone, a region of high value in terms of habitat and energy assets, to quantify the uncertainty in flood depth and extent generated by a 0.5% probability event, and to explore which combinations of wave and water levels generate the greatest threat

Physical and economic impacts of sea-level rise and low probability flooding events on coastal communities

Conventionally flood mapping typically includes only a static water level (e.g. peak of a storm tide) in coastal flood inundation events. Additional factors become increasingly important when increased water-level thresholds are met during the combination of a storm tide and increased mean sea level. This research incorporates factors such as wave overtopping and river flow in a range of flood inundation scenarios of future sea-level projections for a UK case study of Fleetwood, northwest England. With increasing mean sea level it is shown that wave overtopping and river forcing have an important bearing on the cost of coastal flood events. The method presented converts inundation maps into monetary cost. This research demonstrates that under scenarios of joint extreme surge-wave-river events the cost of flooding can be increased by up to a factor of 8 compared with an increase in extent of up to a factor of 3 relative to “surge alone” event. This is due to different areas being exposed to different flood hazards and areas with common hazard where flood waters combine non-linearly. This shows that relying simply on flood extent and volume can under-predict the actual economic impact felt by a coastal community. Additionally, the scenario inundation depths have been presented as “brick course” maps, which represent a new way of interpreting flood maps. This is primarily aimed at stakeholders to increase levels of engagement within the coastal community

The impact of tidal lagoons on future flood risk on the North Wirral and Conwy coastline, UK

This report considers the viability of tidal lagoons in the North Wirral and Conwy coastlines, to mitigate future flood risk and reduce the cost of damage in these areas. The report is aims to provide information on the feasibility and benefits of tidal lagoons as mitigation and adaptation strategies to future sea-level rise, as part of the RISES-AM project. Sea-level has been rising since instrumental records began in the 1700s, and has been rising at a rate of 3.0 ± 0.7 mm / yr-1 since 1990 (Hay et al., 2015). Low probability, plausible high-end sea-level rise scenarios, where global average warming exceeds 2oC in respect to the pre-industrial level, estimate up to 0.98 m sea-level rise (SLR) by 2100 (Church et al., 2013). There is a move away from hard defences in favour of strategies which can mitigate flood risk benefit and allow coastal communities to adapt to and benefit from high-end SLR scenarios (Linham and Nicholls, 2010). Tidal lagoons could be one such innovative option. The report aims to assess the impact of the construction of tidal lagoons on flood risk on the North Wirral and Conwy coastline, under future high-end sea-level rise scenarios. Computer simulations of extreme flood events, using a 2D hydrodynamic model called LISFLOOD, will estimate changes in the extent and depth of flooding following the construction of a lagoon under both present day and future extreme climate conditions. The results of LISFLOOD suggest that: • Colwyn Bay and the North Wirral coastline are not areas at increased flood risk under baseline future high-end SLR, due to steep topography and existing defences. • Infrastructure at Stanlow oil refinery and Connah’s Quay in the North Wirral domain and residential areas in the Colwyn Bay domain at Llandudno, Rhyl and Prestatyn experience increased flood risk under RCP 4.5 (0.72 m SLR) and RCP 8.5 (0.98 m SLR) with no tidal lagoon. This is due to low-lying topography. • The presence of a tidal lagoon on the North Wirral provides flood risk benefit to infrastructure at Stanlow and Connah’s Quay as the magnitude of tidal currents is limited through the Dee and Mersey Estuary. However the size of the lagoon and the bathymetry of Liverpool Bay may mean the lagoon in this study may not be financially feasible. • The construction of a tidal lagoon at Colwyn Bay increases extent and depth of inundation at Llandudno, Rhyl and Prestatyn under all sea-level rise scenarios. Increased flood risk in these areas following the construction of a tidal lagoon is reason enough not to build a lagoon in this location. Tidal lagoons have the potential to offer flood risk benefit and become part of integrated strategies to minimise flood risk in coastal areas. The benefits of tidal lagoons are dependent on their shape, size and location, and feasibility studies should consider impacts in the near- and far-field

The potential impact of reforms to the essential parameters of the council tax

Council Tax was introduced in Britain in 1993 and represents a unique international property tax. There is a growing belief that it is time to reform the number and structure of council tax bands but such views have a minimal empirical base. This paper sets out to assess the impact on personal and local government finances, and extends the analysis to the role of the tax multipliers linked to each band. The research is based on the experience of a representative sample of local authorities in Scotland. A statistical revaluation for 2000 is estimated for the existing eight band system, and from this base a ten band system is calculated. Financial implications are then simulated for each local authority taking account of central resource equalisation mechanisms. The results indicate that increases in bands will have little impact on the burden of the council tax compared with regular revaluations. Changing the tax multiplier range has the greatest impact on local authority finances and council tax payments