Wear resistance of surface treated metal-working tools

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Palmitate induces insulin resistance in monocytes and increases expression of the integrin CD11b

Obesity and insulin resistance are important risk factors for atherosclerosis, and elevated level of plasma NEFA is a common feature in individuals with obesity and insulin resistance. Palmitate, one of the most abundant non-esterified SFA in plasma, has been reported to induce insulin resistance in adipose tissues and skeletal muscles and to cause an increased inflammatory response in monocytes. The present study investigated whether palmitate can induce insulin resistance in monocytes and its effect on monocyte adhesion molecular expression (CD11b). Insulin resistance was measured by in vitro uptake of insulin-stimulated 3H-labelled 2-deoxy-D-glucose into THP-1 cells, cell surface CD11b expression was measured by flow cytometry. The data showed that palmitate-induced insulin resistance in THP-1 monocytes was concentration and time dependent (Figure 1). The insulin-stimulated glucose uptake was significantly decreased in cells treated with 300 mM-palmitate compared with control cells (P<0.001) and was observed within 6 h, but was not a result of palmitate toxicity. There was no significant increase in caspase 3 activation (P>0.05). Treatment with 300 mM-palmitate for 24 h also caused a significant increase in surface CD11b expression in both U937 and THP-1 monocytic cell lines and human primary monocytes compared with the control (P<0.001). Both these effects were inhibited by co-incubation with Fumonisin B1, an inhibitor of de novo ceramide synthesis. In conclusion, these data show that palmitate, at physiological concentrations, can cause insulin resistance in monocytes and increase monocyte surface integrin CD11b expression, which is in part the result of the synthesis of ceramide.

Resistance heating of steel conductors of circular cross-section

The object of this thesis is to develop a method for calculating the losses developed in steel conductors of circular cross-section and at temperatures below 100oC, by the direct passage of a sinusoidally alternating current. Three cases are considered. 1. Isolated solid or tubular conductor. 2. Concentric arrangement of tube and solid return conductor. 3. Concentric arrangement of two tubes. These cases find applications in process temperature maintenance of pipelines, resistance heating of bars and design of bus-bars. The problems associated with the non-linearity of steel are examined. Resistance heating of bars and methods of surface heating of pipelines are briefly described. Magnetic-linear solutions based on Maxwell's equations are critically examined and conditions under which various formulae apply investigated. The conditions under which a tube is electrically equivalent to a solid conductor and to a semi-infinite plate are derived. Existing solutions for the calculation of losses in isolated steel conductors of circular cross-section are reviewed, evaluated and compared. Two methods of solution are developed for the three cases considered. The first is based on the magnetic-linear solutions and offers an alternative to the available methods which are not universal. The second solution extends the existing B/H step-function approximation method to small diameter conductors and to tubes in isolation or in a concentric arrangement. A comprehensive experimental investigation is presented for cases 1 and 2 above which confirms the validity of the proposed methods of solution. These are further supported by experimental results reported in the literature. Good agreement is obtained between measured and calculated loss values for surface field strengths beyond the linear part of the d.c. magnetisation characteristic. It is also shown that there is a difference in the electrical behaviour of a small diameter conductor or thin tube under resistance or induction heating conditions.

Studies on the outer membrane of Pseudomonas aeruginosa and associated resistance properties

The aim of this thesis was to investigate antibacterial agents for use in disinfectant formulation in conjunction with benzalkonium chloride (BKC), and if possible, to synthesise novel agents based upon successful structures. Development of resistance to antibacterial agents following long-term exposure of P. aeruginosa to BKC was also investigated, examining cross-resistance to clinically relevant antibiotics and determining mechanisms of resistance. In this study over 50 compounds were examined for antibacterial action against P. aeruginosa, both alone and in conjunction with BKC. Successful compounds were used to design novel agents, based upon the acridine ring structure, some of which showed synergy with BKC. In 15 of the 16 strains exposed to increasing concentrations of BKC, resistance to the disinfectant arose. Strains PAO1 and OO14 were examined further, each showing stable BKC resistance and a slightly varying profile of cross-resistance. In strain PAO1 alterations in the fatty acids of the cytoplasmic membrane, increase in expression of OprG, decrease in susceptibility to EDTA as an outer membrane permeabilising agent and an increase in negativity of the cell surface charge were observed as cells became more resistant to BKC. In strain OO14 a decrease in whole cell phosphatidylcholine content, a decrease in binding/uptake of BKC and an increase in cell surface hydrophobicity were observed as cells became more resistant to BKC. Resistance to tobramycin in strain OO14 was initially high, but fell as cells were adapted to BKC, this coincided with a quantitative reduction of plasmid DNA in the cells.

Antibiotic and biocide resistance in Salmonella enterica and Escherichia coli 0157

Bacterial resistance to antibiotics and biocides is a prevalent problem, which may be exacerbated by the commonplace and often unnecessary inclusion of biocides into domestic products. Addition of antimicrobials, to domestic disinfectants has raised concern about promoting microbial resistance and potential cross-resistance to therapeutic antibiotics. This study investigated the potential for resistance in Salmonella enterica serovars Enteritidis, Typhimurium, Virchow and Escherichia call 0157 to commonly used biocides, to identify mechanisms underlying resistance and whether these provided cross-resistance to antibiotics. Salmonella enterica and E. coli 0157 strains were serially exposed to sub-inhibitory. concentrations of erythromycin (ERY), benzalkonium chloride (BKC), chlorhexidine hydrochloride (CHX)and triclosan (TLN). Once resistance was achieved permeability changes in the outer membrane, including LPS, cell surface charge and hydrophobicityand the presence of,an active efflux were investigated as possible resistance candidates. Thin layer chromatography (TLC) and Gas chromatography (GC) were carried out to examine fatty acid and lipid changes in E. coli 0157 isolates with reduced susceptibility to TLN. Cross-resistance was studied by the Stoke's method and standard microdilution assays. Examination of the outer membrane proteins and LPS did not reveal any significant changes between parent and resistant strains. The hydrophobicity of the cells increased as the cells were passaged and became less. susceptible. An active efflux system was the most likely mechanism of resistance in all strains tested and a fab1 mutation was associated with E. coli 0157 resistant to TLN isolates. In all isolates investigated the resistance was stable for over 30 passages in biocide-free media. A high degree of cross-resistance was obtained in TLN-resjstant Escherichia coli 0157 strains, which repeatedly exerted decreased susceptibility to various antimicrobials, including chloramphenicol, erythromycin, imipenem, tetracycline and trimethoprirn:, as well as to various biocides. The results of this laboratory-based investigation suggest that it is possible for microorganisms to become resistant to biocides when repeatedly exposed to sublethal concentrations. This may be especially the case in the domestic environment where administration of biocides is poorly controlled. Eventually it could lead to the undesirable situation of resident strains becoming resistant to disinfection and cross resistant to other antimicrobials.

Sensitivity of staphylococcus epidermidis to chlorhexidine and associated resistance properties

Staphylococcus epidermidis are common Gram-positive bacteria and are responsible for a number of life-threatening nosocomial infections. Treatment of S. epidermidis infection is problematic because the organism is usually resistant to many antibiotics. The high degree of resistance of this organism to a range of antibiotics and disinfectants is widely known. The aims of this thesis were to investigate and evaluate the susceptibility of isolates of S. epidermidis from various infections to chlorhexidine (CHX) and to other disinfectants such as benzalkonium chloride (BKC), triclosan (TLN) and povidone-iodine (PI). In addition, the mechanisms of resistance of S. epidermidis to chlorhexidine (the original isolates and strains adapted to chlorhexidine by serial passage) were examined and co-resistance to clinically relevant antibiotics investigated. In 3 of the 11 S. epidermidis strains passaged in increasing concentrations of chlorhexidine, resistance to the disinfectant arose (16-fold). These strains were examined further, each showing stable chlorhexidine resistance. Co-resistance to other disinfectants such as BKC, TLN and PI and changes in cell surface hydrophobicity were observed. Increases in resistance were accompanied by an increase in the proportion of neutral lipids and phospholipids in the cell membrane. This increase was most marked in diphosphatidylglycerol. These observations suggest that some strains of S. epidermidis can become resistant to chlorhexidine and related disinfectants/antiseptics by continual exposure. The mechanisms of resistance appear to be related to changes in membrane lipid compositions.

The resistance of intra-amoebal grown legionella pneumophila

Survival studies were conducted on Legionella pneumophila cells that had been grown intracellulary in Acanthamoeba polyphaga and then exposed to polyhexamethylene biguanide (PHMB), benzisothiazolone (BIT), 5-chloro-N-methylisothiazolone (CMIT) and tetradecyltrimethyl ammonium bromide (TTAB). Susceptibilities were also determined for L.pneumophila grown under nutrient sufficient and iron-, nitrogen- and phosphate-depleted conditions, in a chemically defined medium. BIT was relatively ineffective against cells grown under iron-depletion; in contrast iron-depleted conditions increased the susceptibilities of cells to PHMB, TTAB and CMIT. Cells grown under phosphate-depletion showed a marked increase in sensitivity towards all the biocides. Conversely, the activities of all four biocides were greatly reduced against L.pneumophila grown in amoebae. To study the physiological basis for the increased resistance of intra-amoebal grown legionella, the surface properties of the cells were examined by studying outer membrane proteins (OMs), lipopolysaccharides and cellular fatty acids. Intra-amoebal grown legionella were found to differ in several respects compared to cells grown in vitro; they contained a novel 15-kDal OM protein and a monosaturated straight-chain fatty acid (18:19). These compounds were also found in abundant quantities in the host amoeba. Intra-amoebal grown legionella contained more LPS bands than did in vitro grown organisms and were less susceptible to protease K digestion. Cells grown under phosphate depletion were markedly sensitive to protease K digestion and contained lower levels of LPS. Immunoblot analysis of intra-amoebal grown legionella with anti-acanthamoebal serum revealed that both the surface of the bacteria and sarkosyl extracted OMs contained amoebal proteins. These findings suggest that the 15-kDal OM protein is likely to be of amoebal origin and binds tightly to the OM of the bacterium. It is proposed that disruption of amoebal membranes, as a result of intra-amoebal infection liberates macromolecules, including a 15-kDal polypeptide, a major constituent of the membrane, which associates closely with the surface of the legionellae. Thus L.pneumophila which have extraneous membrane material bound to their surface may respond differently to biocide inactivation, as these macromolecules may act as a penetration barrier to such agents. This phenomenon could contribute to the recalcitrance of legionellae in water systems.

Palmitate induces insulin resistance and a pro-atherogenic phenotype in monocytes

The present study investigated the effect of the two most abundant FFA in plasma – palmitate and oleate – on insulin sensitivity and vascular function (monocyte phenotype and adhesion to endothelium) using in vitro cell culture models and Wistar rats. Palmitate at 300µM for 6h induced insulin resistance in THP-1 monocytes and L6 monocytes. The ceramide synthesis pathway partly accounted for the palmitate-induced insulin resistance in THP-1 monocytes but not for L6 myotubes. Oleate treatment did not induce insulin resistance in either cell type and co-incubation with oleate protected cells from palmitate-induced insulin resistance. Palmitate at 300µN for 24h significantly increased cell surface CD11b and CD36 expression in U937 monocytes. The increase in CD11b and CD36 expression was effectively inhibited by Fumonisin B1, an inhibitor of ceramide synthesis. Oleate treatment did not show any effect on CD11b and CD36 expression and co-incubation with oleate antagonised the effect of palmitate on CD11b and CD36 expression in U937 monocytes. The increase in CD11b expression did not affect U937 monocyte adhesion to ICAM-1. Treating Wistar rats with palmitate for 6h caused a transient delay in glucose disposal and an increase in adhesion of U937 monocytes to the aortic endothelium, particularly at bifurcations. In conclusion, the present study demonstrates that the saturated free fatty acid palmitate induces insulin resistance and a pro-atherogenic phenotype for monocytes, whereas the unsaturated free fatty acid oleate does not. In vivo studies also confirmed that palmitate induces insulin resistance and an increase in monocyte adhesion to aorta.

Microstructural analysis of surface and interface zones in concrete

Several of OPC paste and concrete specimens, with different mix proportions, were cast against CPF and impermeable formwork (IF) and the profiles of pore structure, microhardness and scratch hardness of the cover zone were established. The chloride ingress and the depth of carbonation of the surface zone of concrete cast against CPF and IF were investigated. The main mechanisms controlling the ECR processes and the factors affecting such treatment were critically reviewed. Subsequently, as a means of restoring passivation of steel embedded in carbonated concrete, such HCP specimens were subjected to ECR. The influence of ECR on the chemistry of the pore solution and the microstructure of the surface and the steel/cement past interface zones were also studied. The main findings of this investigation were as follows: (a) The thickness of the microstructure gradient of cover concrete is significantly decreased with increasing period of water curing but is relatively unaffected by curing temperature, w/e ratio and the use of cement replacement materials. (b) The scratch hardness technique was shown to be potentially useful for characterising the microstructure and microhardness gradients of the surface zone. (c) A relationship between the microstructure gradient and mass transport properties of the surface zone was established. (d) The use of CPF resulted in a significant reduction in porosity of both the cement paste matrix and the aggregate/cement paste transition zone, and a marked improvement in the resistance of the surface zone to carbonation and the ingress of chloride ions. (e) The ECR treatment resulted in a marked densification of the pore structure and in changes to the pore solution chemistry and the cement phases of near-surface and steel/cement paste transition zones. This effect was more pronounced with current density, period of treatment and particularly with the use of sodium phosphate as an electrolyte.

Abrasion resistance of fibre reinforced concrete floors

This thesis focuses on the investigation of the abrasion resistance of fibre reinforced concrete floors at both the macro and micro levels. A literature review of the available literature concerning subjects allied to the current project is included. This highlights themes relevant to wear mechanisms and the factors influencing it: factors that affect the abrasion resistance of concrete and several test methods for assessing it; and the historical development of fibres and the properties of different fibre types and their influence on concrete. Three accelerated abrasion testers were compared and critically discussed for their suitability for assessing the abrasion resistance of concrete floors. Based on the experimental findings one accelerated abrasion apparatus was selected as more appropriate to be used for carrying out the main investigations. The laboratory programme that followed was undertaken to investigate the influence of various material and construction factors on abrasion resistance. These included mix variations (w/c ratio), fibre reinforcement, geometry, type and volume, curing method and superplasticizing agents. The results clearly show that these factors significantly affected abrasion resistance and several mechanisms were presumed to explain and better understand these observations. To verify and understand these mechanisms that are accountable for the breakdown of concrete slabs, the same concrete specimens that were used for the macro-study, were also subjected to microstructutural investigations using techniques such as Microhardness examination, Mercury intrusion porosimetry and Petrographic examination. It has been found that the abrasion resistance of concrete is primarily dependent on the microstructure and porosity of the concrete nearest to the surface. The feasibility of predicting the abrasion resistance of fibre reinforced concrete floors by indirect and non-destructive methods was investigated using five methods that have frequently been used for assessing the quality of concrete. They included the initial surface absorption test, the impact test, ball cratering, the scratch test and the base hardness test. The impact resistance (BRE screed tester) and scratch resistance (Base hardness tester) were found to be the most sensitive to factors affecting abrasion resistance and hence are considered to be the most appropriate testing techniques. In an attempt to develop an appropriate method for assessing the abrasion resistance of heavy-duty industrial concrete floors, it was found that the presence of curing/sealing compound on the concrete surface at the time of accelerated abrasion testing produces inappropriate results. A preliminary investigation in the direction of modifying the Aston accelerated abrasion tester has been carried out and a more aggressive head has been developed and is pending future research towards standardisation.

Abrasion resistance of concrete

This thesis describes an experimental study of the abrasion resistance of concrete at both the macro and micro levels. This is preceded by a review related to friction and wear, methods of test for assessing abrasion resistance, and factors influencing the abrasion resistance of concrete. A versatile test apparatus was developed to assess the abrasion resistance of concrete. This could be operated in three modes and a standardised procedure was established for all tests. A laboratory programme was undertaken to investigate the influence, on abrasion resistance, of three major factors - finishing techniques, curing regimes and surface treatments. The results clearly show that abrasion resistance was significantly affected by these factors, and tentative mechanisms were postulated to explain these observations. To substantiate these mechanisms, the concrete specimens from the macro-study were subjected to micro-structural investigation, using such techniques as 'Mercury Intrusion Forosimetry, Microhardness, Scanning Electron Microscopy, Petrography and Differential Thermal Analysis. The results of this programme clearly demonstrated that the abrasion resistance of concrete is primarily dependent on the microstructure of the concrete nearest to the surface. The viability of indirectly assessing the abrasion resistance was investigated using three non-destructive techniques - Ultrasonic Pulse Velocity, Schmidt Rebound Hardness, and the Initial Surface Absorption Test. The Initial Surface Absorption was found to be most sensitive to factors which were shown to have influenced the abrasion resistance of concrete. An extensive field investigation was also undertaken. The results were used to compare site and laboratorypractices, and the performance in the accelerated abrasion test with the service wear. From this study, criteria were developed for assessing the quality of concrete floor slabs in terms of abrasion resistance.

The performance of stabilized and unstabilized minestone in an aqueous environment with emphasis on its erosion resistance

Britain's sea and flood defences are becoming increasingly aged and as a consequence, more fragile and vulnerable. As the government's philosophy on resources shifts against the use of prime quarried and dredged geo-materials, the need to find alternative bulk materials to bolster Britain's prone defences becomes more pressing. One conceivable source for such a material is colliery waste or minestone. Although a plethora of erosion-abrasion studies have been carried out on soils and soil-cements, very little research has been undertaken to determine the resistance of minestone and its cement stabilized form to the effects of water erosion. The thesis reviews the current extent to which soil-cements, minestone and cement stabilized minestone (CSM) have been employed for hydraulic construction projects. A synopsis is also given on the effects of immersion on shales, mudstones and minestone, especially with regard to the phenomena of slaking. A laboratory study was undertaken featuring a selection of minestones from several British coalfields. The stability of minestone and CSM in sea water and distilled water was assessed using slaking tests and immersion monitoring and the bearing on the use of these materials for hydraulic construction is discussed. Following a review of current erosion apparatus, the erosion/abrasion test and rotating cylinder device were chosen and employed to assess the erosion resistance of minestone and CSM. Comparison was made with a sand mix designed to represent a dredged sand, the more traditional, bulk hydraulic construction material. The results of the erosion study suggest that both minestone and CSM were more resistant to erosion and abrasion than equivalently treated sand mixes. The greater resistance of minestone to the agents of erosion and abrasion is attributed to several factors including the size of the particles, a greater degree of cement bonding and the ability of the minestone aggregate to absorb, rather than transmit shock waves produced by impacting abrasive particles. Although minestone is shown to be highly unstable when subjected to cyclic changes in its moisture content, the study suggests that even in an intertidal regime where cyclic immersion does takes place, minestone will retain sufficient moisture within its fabric to prevent slaking from taking place. The slaking study reveals a close relationship between slaking susceptibility and total pore surface area as revealed by porosimetry. The immersion study shows that although the fabric of CSM is rapidly attacked in sea water, a high degree of the disruption is associated with the edges and corners of samples (ie. free surface) while the integrity of the internal fabric remains relatively intact. CSM samples were shown to be resilient when subjected to immersion in distilled water. An overall assessment of minestone and CSM would suggest that with the implementation of judicious selection and appropriate quality control they could be used as alternative materials for flood and sea defences. It is believed, that even in the harsh regime of a marine environment, CSM could be employed for temporary and sacrificial schemes.

Complementary methods to investigate the development of clogging within a horizontal sub-surface flow tertiary treatment wetland

A combination of experimental methods was applied at a clogged, horizontal subsurface flow (HSSF) municipal wastewater tertiary treatment wetland (TW) in the UK, to quantify the extent of surface and subsurface clogging which had resulted in undesirable surface flow. The three dimensional hydraulic conductivity profile was determined, using a purpose made device which recreates the constant head permeameter test in-situ. The hydrodynamic pathways were investigated by performing dye tracing tests with Rhodamine WT and a novel multi-channel, data-logging, flow through Fluorimeter which allows synchronous measurements to be taken from a matrix of sampling points. Hydraulic conductivity varied in all planes, with the lowest measurement of 0.1 md1 corresponding to the surface layer at the inlet, and the maximum measurement of 1550 md1 located at a 0.4m depth at the outlet. According to dye tracing results, the region where the overland flow ceased received five times the average flow, which then vertically short-circuited below the rhizosphere. The tracer break-through curve obtained from the outlet showed that this preferential flow-path accounted for approximately 80% of the flow overall and arrived 8 h before a distinctly separate secondary flow-path. The overall volumetric efficiencyof the clogged system was 71% and the hydrology was simulated using a dual-path, dead-zone storage model. It is concluded that uneven inlet distribution, continuous surface loading and high rhizosphere resistance is responsible for the clog formation observed in this system. The average inlet hydraulic conductivity was 2 md1, suggesting that current European design guidelines, which predict that the system will reach an equilibrium hydraulic conductivity of 86 md1, do not adequately describe the hydrology of mature systems.

Preservation of York Minster historic limestone by hydrophobic surface coatings

Magnesian limestone is a key construction component of many historic buildings that is under constant attack from environmental pollutants notably by oxides of sulfur via acid rain, particulate matter sulfate and gaseous SO 2 emissions. Hydrophobic surface coatings offer a potential route to protect existing stonework in cultural heritage sites, however, many available coatings act by blocking the stone microstructure, preventing it from 'breathing' and promoting mould growth and salt efflorescence. Here we report on a conformal surface modification method using self-assembled monolayers of naturally sourced free fatty acids combined with sub-monolayer fluorinated alkyl silanes to generate hydrophobic (HP) and super hydrophobic (SHP) coatings on calcite. We demonstrate the efficacy of these HP and SHP surface coatings for increasing limestone resistance to sulfation, and thus retarding gypsum formation under SO/H O and model acid rain environments. SHP treatment of 19th century stone from York Minster suppresses sulfuric acid permeation.