Degradation of road tested automotive connectors

The automotive environment is particularly demanding on connector performance, and is characterized by large temperature changes, high humidity and corrosive atmospheres. This paper presents an initial study of connector performance in terms of temperature profiles taken from road vehicles. The temperature profiles are then simulated using empirical relationships to allow prediction of connector performance. Wire harnesses have been investigated to seek evidence of the connector degradation predicted from the temperature data. Initial indications are that the wire harness shows the type of fretting behavior associated with the temperature changes. Evidence of fretting corrosion was found at the contact interface on tin plated terminals from sealed and unsealed connectors

Phase behaviour of attractive and repulsive ramp fluids: integral equation and computer simulation studies

Using computer simulations and a thermodynamically self consistent integral equation we investigate the phase behaviour and thermodynamic anomalies of a fluid composed of spherical particles interacting via a two-scale ramp potential (a hard core plus a repulsive and an attractive ramp) and the corresponding purely repulsive model. Both simulation and integral equation results predict a liquid-liquid de-mixing when attractive forces are present, in addition to a gas-liquid transition. Furthermore, a fluid-solid transition emerges in the neighbourhood of the liquid-liquid transition region, leading to a phase diagram with a somewhat complicated topology. This solidification at moderate densities is also present in the repulsive ramp fluid, thus preventing fluid-fluid separation.Comment: 29 pages, 10 figure

Duties of Members, Directors, and Managers of Cooperative Associations

Exact date of bulletin unknown.PDF pages: 1

Fractional transformations of generalised functions

A distributional theory of fractional transformations is developed. A constructive approach, based on the eigenfunction expansion method pioneered by A. H. Zemanian, is used to produce an appropriate space of test functions and corresponding space of generalised functions. The fractional transformations that are defined are shown to form an equicontinuous group of operators on the space of test functions and a weak continuous group on the space of generalised functions. Integral representations for the fractional transformations are also obtained under certain conditions. The fractional Fourier transformation is considered as a particular case of our general theory

ADVANCES IN GROUPER AQUACULTURE

Resource /Energy Economics and Policy,

Some properties of the dissipative model of strain-gradient plasticity

A theoretical and computational investigation is carried out of a dissipative model of rate-independent strain-gradient plasticity and its regularization. It is shown that the flow relation, when expressed in terms of the Cauchy stress, is necessarily global. The most convenient approach to formulating the flow relation is through the use of a dissipation function. It is shown, however, that the task of obtaining the dual version, in the form of a normality relation, is a complex one. A numerical investigation casts further light on the response using the dissipative theory in situations of non-proportional loading. The elastic gap, a feature reported in recent investigations, is observed in situations in which passivation has been imposed. It is shown computationally that the gap may be regarded as an efficient path between a load-deformation response corresponding to micro-free boundary conditions, and that corresponding to micro-hard boundary conditions, in which plastic strains are set equal to zero.Comment: 26 pages, 10 figure

The Environment as an Argument

Context-awareness as defined in the setting of Ubiquitous Computing [3] is all about expressing the dependency of a specific computation upon some implicit piece of information. The manipulation and expression of such dependencies may thus be neatly encapsulated in a language where computations are first-class values. Perhaps surprisingly however, context-aware programming has not been explored in a functional setting, where first-class computations and higher-order functions are commonplace. In this paper we present an embedded domain-specific language (EDSL) for constructing context-aware applications in the functional programming language Haskell. © 2012 Springer-Verlag

Social Bonding/Integration and Alcohol Use in the Chinese Union of Seventh-day Adventists

The relationship between alcohol use and social bonding with the Seventh-day Adventist Church in China was examined. There was inverse relationship between alcohol and commitment to, involvement with and belief in the Adventist Church in China. These findings indicate that social bonding theory may be useful in non-western cultures. [email protected]

Effect of Thermal Loading on the Performance of Horizontally Curved I-Girder Bridges

As the amount of infrastructure in the United States continues to grow and older infrastructure is replaced or updated, bridge designers are faced with increasing space and geometrical limitations. Curved bridges have become a popular design alternative to the traditional straight girder or chorded bridges as they can provide the designer a more cost effective solution to complicated geometrical limitations or site irregularities. However, the volume of research and knowledge on the behavior of curved bridges is lacking compared to straight and chorded bridges, especially in terms of their response to changing thermal conditions. In most cases, it is assumed that bearing design allows expansion and contraction of the superstructure that relieves thermal stresses, but in reality this is rarely true. Bridge curvature complicates the structures response to thermal loading as the bearing configuration must handle a larger degree of expansion and contraction in the transverse, or radial, direction. Failure to properly design bridge bearings to accommodate thermal loads will lead to unaccounted for deformations and stresses in the superstructure.;This research begins with two small scale parametric studies, performed using finite element modeling, that investigate how uniform thermal loading effects web deformations and web and flange stresses of a single curved steel I-girder and also of a section consisting of two curved steel I-girders connected with cross frames. The major focus of this research is a case study on the response of the Buffalo Creek Bridge, located in Logan County, West Virginia, to changing thermal conditions prior to any in-service loading. Two detailed 3D finite element models of the bridge were created, one modeling the piers as rigid members and one modeling the piers as flexible members, and both models were subjected to uniform temperature increase and decrease.;Results indicate that uniform thermal loading leads to global and local buckling along the Igirder web centerlines, lateral distortional buckling in the web cross section, and thermal stresses in the I-girder webs. Although pier flexibility is shown to reduce the magnitude of thermally induced local and lateral distortional buckling and thermal stresses, I-girders experience larger global buckling when the piers are flexible. The results indicate that the introduction of pier flexibility did not relieve all the thermal stresses in the I-girder webs. At some locations, when the piers are rigid, the I-girder stresses exceed the AASHTO web bendbuckling capacity as well as the overall stress capacity of the section.;This study shows that uniform thermal loading will lead to increased out-of-plane web deformations and increased web stress levels, which will both combine to decrease the load carrying capacity of the bridge when subject to subsequent live-loading conditions. This dissertation outlines a methodology that should be utilized by bridge designers and/or owners to validate the integrity of traditional bridge designs, especially in the case of more complicated bridge structures