New species of Pseudanos Winterbottom, 1980 (Characiformes: Anostomidae), with notes on the taxonomy of P. gracilis and P. trimaculatus

A new species of Pseudanos (Characiformes, Anostomidae) is described from the Rio Negro in Brazil, and the Rio Casiquiare and Rio Atabapo, in Venezuela. Specimens of the new species were previously mistakenly identified as Pseudanos gracilis. The new species is diagnosed by having three branchiostegal rays (vs. four in P. gracilis and most specimens of P. winterbottomi), dark transversal bars on dorsum absent (vs. present in P. trimaculatus), dark spots present on the center of each body scale, forming conspicuous, straight dark lines (vs. dark spots absent in P. gracilis and in some specimens of P. trimaculatus), four midlateral dark blotches on body (vs. usually two, sometimes three or four in P. trimaculatus, or body lacking midlateral blotches and presenting instead a broad midlateral stripe in P. winterbottomi), angle of dorsal and ventralmost radii of body scales between 40 degrees and 90 degrees (vs. angle between 110 degrees and 180 degrees in P. gracilis and P. trimaculatus), and cranial fontanel opened along its entire length (vs. cranial fontanel partially closed in P. trimaculatus). Type specimens and extensive additional material of Pseudanos gracilis and P. trimaculatus were examined and comments on the taxonomy of both species are provided. Pseudanos irinae is herein considered a junior synonym of P. trimaculatus. In addition, an updated key to identification of valid species of Pseudanos is presented.

Implant Stability Measurements of Two Immediate Loading Protocols for the Edentulous Mandible: Rigid and Semi-rigid Splinting of the Implants

Aim: Primary and secondary stabilities of immediately loaded mandibular implants restored with fixed prostheses (FP) using rigid or semirigid splinting systems were clinically and radiographically evaluated. Methods: Fifteen edentulous patients were rehabilitated using hybrid FP; each had 5 implants placed between the mental foramens. Two groups were randomly divided: group 1-FP with the conventional rigid bar splinting the implants and group 2-semi-rigid cantilever extension system with titanium bars placed in the 2 distal abutment cylinders. Primary stability was evaluated using resonance frequency analysis after installation of the implant abutments. The measurements were made at 3 times: T0, at baseline; T1, 4 months after implant placement; and T2, 8 months after implant placement. Presence of mobility and inflammation in the implant surrounding regions were checked. Stability data were submitted to statistical analysis for comparison between groups (P, 0.05). Results: Implant survival rate for the implants was of 100% in both groups. No significant differences in the mean implant stability quotient values were found for both groups from baseline and after the 8-month follow-up. Conclusion: The immediate loading of the implants was satisfactory, and both splinting conditions (rigid and semi-rigid) can be successfully used for the restoration of edentulous mandibles. (Implant Dent 2012;21:486-490)

The relationship between training status, blood pressure and uric acid in adults and elderly

Abstract Background Hypertension can be generated by a great number of mechanisms including elevated uric acid (UA) that contribute to the anion superoxide production. However, physical exercise is recommended to prevent and/or control high blood pressure (BP). The purpose of this study was to investigate the relationship between BP and UA and whether this relationship may be mediated by the functional fitness index. Methods All participants (n = 123) performed the following tests: indirect maximal oxygen uptake (VO2max), AAHPERD Functional Fitness Battery Test to determine the general fitness functional index (GFFI), systolic and diastolic blood pressure (SBP and DBP), body mass index (BMI) and blood sample collection to evaluate the total-cholesterol (CHOL), LDL-cholesterol (LDL-c), HDL-cholesterol (HDL-c), triglycerides (TG), uric acid (UA), nitrite (NO2) and thiobarbituric acid reactive substances (T-BARS). After the physical, hemodynamic and metabolic evaluations, all participants were allocated into three groups according to their GFFI: G1 (regular), G2 (good) and G3 (very good). Results Baseline blood pressure was higher in G1 when compared to G3 (+12% and +11%, for SBP and DBP, respectively, p<0.05) and the subjects who had higher values of BP also presented higher values of UA. Although UA was not different among GFFI groups, it presented a significant correlation with GFFI and VO2max. Also, nitrite concentration was elevated in G3 compared to G1 (140±29 μM vs 111± 29 μM, for G3 and G1, respectively, p<0.0001). As far as the lipid profile, participants in G3 presented better values of CHOL and TG when compared to those in G1. Conclusions Taking together the findings that subjects with higher BP had elevated values of UA and lower values of nitrite, it can be suggested that the relationship between blood pressure and the oxidative stress produced by acid uric may be mediated by training status.

Probabilistic failure modelling of reinforced concrete structures subjected to chloride penetration

Structural durability is an important criterion that must be evaluated for every type of structure. Concerning reinforced concrete members, chloride diffusion process is widely used to evaluate durability, especially when these structures are constructed in aggressive atmospheres. The chloride ingress triggers the corrosion of reinforcements; therefore, by modelling this phenomenon, the corrosion process can be better evaluated as well as the structural durability. The corrosion begins when a threshold level of chloride concentration is reached at the steel bars of reinforcements. Despite the robustness of several models proposed in literature, deterministic approaches fail to predict accurately the corrosion time initiation due the inherent randomness observed in this process. In this regard, structural durability can be more realistically represented using probabilistic approaches. This paper addresses the analyses of probabilistic corrosion time initiation in reinforced concrete structures exposed to chloride penetration. The chloride penetration is modelled using the Fick's diffusion law. This law simulates the chloride diffusion process considering time-dependent effects. The probability of failure is calculated using Monte Carlo simulation and the first order reliability method, with a direct coupling approach. Some examples are considered in order to study these phenomena. Moreover, a simplified method is proposed to determine optimal values for concrete cover.

Para além das grades e punições: uma revisão sistemática sobre a saúde penitenciária

A systematic review of scientific production on Prison Health was conducted, seeking to verify how the subject matter has been dealt with, establishing which is the most exploited focus and identifying possible gaps. The search was carried out in the Virtual Health Library. 1160 articles were located: 1104 on MEDLINE, 19 on LILACS and 37 on SciELO, published from 1993 to 2010. As MEDLINE and LILACS do not show the entire articles, the places, dates and languages of the texts were charted. In-depth analysis was restricted to works which were shown in their entirety and free of charge hosted on SciELO. It revealed that scientific production is present all over the world with a predominantly quantitative approach. It focuses on identifying the socio-demographic profile and health conditions of prisoners, the incidence of tuberculosis, Human Immunodeficiency and Hepatitis C virus infections. There is a predominance of studies carried out with male prisoners, in comparison with the female sex. It is clear that prisoner health is a public health problem on the rise, which demands research that can orient health policies and strategies.

Steel fiber reinforced concrete pipes: part 1: technological analysis of the mechanical behavior

This paper is the first part of an extensive work focusing the technological development of steel fiber reinforced concrete pipes (FRCP). Here is presented and discussed the experimental campaign focusing the test procedure and the mechanical behavior obtained for each of the dosages of fiber used. In the second part ("Steel fiber reinforced concrete pipes. Part 2: Numerical model to simulate the crushing test"), the aspects of FRCP numerical modeling are presented and analyzed using the same experimental results in order to be validated. This study was carried out trying to reduce some uncertainties related to FRCP performance and provide a better condition to the use of these components. In this respect, an experimental study was carried out using sewage concrete pipes in full scale as specimens. The diameter of the specimens was 600 mm, and they had a length of 2500 mm. The pipes were reinforced with traditional bars and different contents of steel fibers in order to compare their performance through the crushing test. Two test procedures were used in that sense. In the 1st Series, the diameter displacement was monitored by the use of two LVDTs positioned at both extremities of the pipes. In the 2nd Series, just one LVDT is positioned at the spigot. The results shown a more rigidity response of the pipe during tests when the displacements were measured at the enlarged section of the socket. The fiber reinforcement was very effective, especially when low level of displacement was imposed to the FRCP. At this condition, the steel fibers showed an equivalent performance to superior class pipes made with traditional reinforced. The fiber content of 40 kg/m3 provided a hardening behavior for the FRCP, and could be considered as equivalent to the critical volume in this condition.

Reliability algorithms applied to reinforced concrete structures durability assessment

This paper addresses the analysis of probabilistic corrosion time initiation in reinforced concrete structures exposed to ions chloride penetration. Structural durability is an important criterion which must be evaluated in every type of structure, especially when these structures are constructed in aggressive atmospheres. Considering reinforced concrete members, chloride diffusion process is widely used to evaluate the durability. Therefore, at modelling this phenomenon, corrosion of reinforcements can be better estimated and prevented. These processes begin when a threshold level of chlorides concentration is reached at the steel bars of reinforcements. Despite the robustness of several models proposed in the literature, deterministic approaches fail to predict accurately the corrosion time initiation due to the inherently randomness observed in this process. In this regard, the durability can be more realistically represented using probabilistic approaches. A probabilistic analysis of ions chloride penetration is presented in this paper. The ions chloride penetration is simulated using the Fick's second law of diffusion. This law represents the chloride diffusion process, considering time dependent effects. The probability of failure is calculated using Monte Carlo simulation and the First Order Reliability Method (FORM) with a direct coupling approach. Some examples are considered in order to study these phenomena and a simplified method is proposed to determine optimal values for concrete cover.

Theoretical and experimental study of the excitonic binding energy in GaAs/AlGaAs single and coupled double quantum wells

This paper discusses the theoretical and experimental results obtained for the excitonic binding energy (Eb) in a set of single and coupled double quantum wells (SQWs and CDQWs) of GaAs/AlGaAs with different Al concentrations (Al%) and inter-well barrier thicknesses. To obtain the theoretical Eb the method proposed by Mathieu, Lefebvre and Christol (MLC) was used, which is based on the idea of fractional-dimension space, together with the approach proposed by Zhao et al., which extends the MLC method for application in CDQWs. Through magnetophotoluminescence (MPL) measurements performed at 4 K with magnetic fields ranging from 0 T to 12 T, the diamagnetic shift curves were plotted and adjusted using two expressions: one appropriate to fit the curve in the range of low intensity fields and another for the range of high intensity fields, providing the experimental Eb values. The effects of increasing the Al% and the inter-well barrier thickness on Eb are discussed. The Eb reduction when going from the SQW to the CDQW with 5 Å inter-well barrier is clearly observed experimentally for 35% Al concentration and this trend can be noticed even for concentrations as low as 25% and 15%, although the Eb variations in these latter cases are within the error bars. As the Zhao's approach is unable to describe this effect, the wave functions and the probability densities for electrons and holes were calculated, allowing us to explain this effect as being due to a decrease in the spatial superposition of the wave functions caused by the thin inter-well barrier.

Diseño e implementación de un gestor de menús como aplicación web

[ES] Este Trabajo de Fin de Grado ha tenido como objetivo el desarrollo de un gestor de menús de restaurantes como aplicación web para una empresa que ofrece hostings de menús y publicidad mediante la publicación de dichos menús en pantallas y portales web. Las empresas asociadas (bares y restaurantes) podrán elaborar menús compuestos de dos platos (primero y segundo), postre y bebidas para ser ‘enviados’ al servicio de publicación. La aplicación proporciona un sistema de gestión de dichos menús facilitando la reutilización de platos entre menús, la personalización de la imagen representativa de cada plato, así como diversas operaciones de copia, visualización y modificación de los menús y de los platos. Los usuarios registrados tendrán la posibilidad de recuperar su contraseña de forma automática en caso de que la misma sea olvidada. La información relacionada con los platos, menús y usuarios registrados será almacenada automáticamente sobre una base de datos diseñada al efecto. Por otro lado, la aplicación web dispone de una página accesible únicamente para el administrador para la gestión de los usuarios, por ejemplo, editar, alta, baja, habilitar y deshabilitar cuentas de usuarios. Por último, las tecnologías y herramientas utilizadas en la elaboración de este trabajo incluyen Php, Mysql, jQuery, CSS, HTML y sobre todo el framework Twitter Bootstrap que ha sido de gran ayuda en el desarrollo del proyecto.

Longitudinal bar buckling behavior

Reinforced concrete columns might fail because of buckling of the longitudinal reinforcing bar when exposed to earthquake motions. Depending on the hoop stiffness and the length-over-diameter ratio, the instability can be local (in between two subsequent hoops) or global (the buckling length comprises several hoop spacings). To get insight into the topic, an extensive literary research of 19 existing models has been carried out including different approaches and assumptions which yield different results. Finite element fiberanalysis was carried out to study the local buckling behavior with varying length-over-diameter and initial imperfection-over-diameter ratios. The comparison of the analytical results with some experimental results shows good agreement before the post buckling behavior undergoes large deformation. Furthermore, different global buckling analysis cases were run considering the influence of different parameters; for certain hoop stiffnesses and length-over-diameter ratios local buckling was encountered. A parametric study yields an adimensional critical stress in function of a stiffness ratio characterized by the reinforcement configuration. Colonne in cemento armato possono collassare per via dell’instabilità dell’armatura longitudinale se sottoposte all’azione di un sisma. In funzione della rigidezza dei ferri trasversali e del rapporto lunghezza d’inflessione-diametro, l’instabilità può essere locale (fra due staffe adiacenti) o globale (la lunghezza d’instabilità comprende alcune staffe). Per introdurre alla materia, è proposta un’esauriente ricerca bibliografica di 19 modelli esistenti che include approcci e ipotesi differenti che portano a risultati distinti. Tramite un’analisi a fibre e elementi finiti si è studiata l’instabilità locale con vari rapporti lunghezza d’inflessione-diametro e imperfezione iniziale-diametro. Il confronto dei risultati analitici con quelli sperimentali mostra una buona coincidenza fino al raggiungimento di grandi spostamenti. Inoltre, il caso d’instabilità globale è stato simulato valutando l’influenza di vari parametri; per certe configurazioni di rigidezza delle staffe e lunghezza d’inflessione-diametro si hanno ottenuto casi di instabilità locale. Uno studio parametrico ha permesso di ottenere un carico critico adimensionale in funzione del rapporto di rigidezza dato dalle caratteristiche dell’armatura.

Probabilistic approaches in civil engineering: generation of random fields and structural identification with genetic algorithms

The inherent stochastic character of most of the physical quantities involved in engineering models has led to an always increasing interest for probabilistic analysis. Many approaches to stochastic analysis have been proposed. However, it is widely acknowledged that the only universal method available to solve accurately any kind of stochastic mechanics problem is Monte Carlo Simulation. One of the key parts in the implementation of this technique is the accurate and efficient generation of samples of the random processes and fields involved in the problem at hand. In the present thesis an original method for the simulation of homogeneous, multi-dimensional, multi-variate, non-Gaussian random fields is proposed. The algorithm has proved to be very accurate in matching both the target spectrum and the marginal probability. The computational efficiency and robustness are very good too, even when dealing with strongly non-Gaussian distributions. What is more, the resulting samples posses all the relevant, welldefined and desired properties of “translation fields”, including crossing rates and distributions of extremes. The topic of the second part of the thesis lies in the field of non-destructive parametric structural identification. Its objective is to evaluate the mechanical characteristics of constituent bars in existing truss structures, using static loads and strain measurements. In the cases of missing data and of damages that interest only a small portion of the bar, Genetic Algorithm have proved to be an effective tool to solve the problem.

Determinants of specific food consumption in the Canary Islands (Spain)

The consumption of specific functional foods (FF) and some determinants of FF item selection were assessed using a questionnaire administered to 1112 individuals in the Canary Islands (Spain). Food items considered were Milk products: easily digestible milk (or milk low in lactose), milk enriched with vitamins and/or minerals, skimmed milk with soluble fiber, milk with royal jelly, milk with modified fatty acids (omega 3), milk products low in fat, pro-biotic foods (yoghurt and fermented milk) and yoghurt with phytosterols; Cereals: fortified breakfast cereals, wholemeal cereals and energy bars; Drinks: juices and enriched drinks, stimulating drinks and isotonic drinks; DHA-enriched, low cholesterol eggs; Meat products: low salt sausages and cooked low fat ham; Fats: enriched margarine, margarine rich in phytosterols and

Phasenverhalten von Polyethylen in Mischsystemen

Die vorliegende Arbeit beschäftigt sich mit dem Phasenverhalten von Polyethylen (PE) in nicht-reaktiven und in reaktiven Systemen. Von drei eng verteilten Polyethylenen (Mw = 6,4, 82 bzw. 380 kg/mol) in n-Hexan sowie für das System 2,2-Dimethylbutan / PE 82 wurde die Entmischung in Abhängigkeit von der Zusammensetzung, dem Druck und der Temperatur experimentell bestimmt. Die Modellierung der Trübungskurven erfolgte nach der Theorie von Sanchez und Lacombe. Dieser Ansatz beschreibt die Ergebnisse qualitativ und kann in einem engen Temperatur- und Druckbereich für gegebenes Molekulargewicht die kritische Temperatur und den kritischen Druck quantitativ vorhersagen. Durch Extrapolation der kritischen Temperatur der verschiedenen Lösungen von PE in n-Hexan auf unendliches Molekulargewicht nach Shultz-Flory wurde im Druckbereich von 20 bis 100 bar und im Temperaturbereich von 130 bis 200 °C eine Grenzlinie bestimmt. Diese Linie trennt unabhängig vom Molekulargewicht des Polymers und der Zusammensetzung der Mischung das Zweiphasengebiet vom homogenen Bereich. Im Fall des Mischlösungsmittels n-Hexan / 2,2-Dimethylbutan wurde für eine annähernd kritische Polymerkonzentration die Abhängigkeit der Entmischungsbedingungen von der Zusammensetzung untersucht. Durch einfache Erweiterung der Sanchez-Lacombe-Theorie und Einführen eines Fitparameters konnte das ternäre System beschrieben werden. An einer breit verteilten PE-Probe wurden Experimente zur Fraktionierung von PE in n-Hexan durchgeführt. Die Analyse der in den koexistenten Phasen enthaltenen Polymere lieferte Informationen über die Konzentration und die Molekulargewichtsverteilung des PE in diesen Phasen sowie die kritische Zusammensetzung der Mischung. Von verschiedenen PE-Lösungen (Mw = 0,5 kg/mol) wurde die polymerisationsinduzierte Phasenseparation in Isobornylmethacrylat mit und ohne Vernetzer untersucht. Mit 15 Gew.-% PE und in Abwesenheit von Vernetzer findet die Entmischung erst bei hohen Umsätzen statt. Die Charakterisierung der resultierenden Proben zeigte, dass sich etwas mehr als 5 Gew.-% PE im Polyisobornylmethacrylat lösen. Die Glasübergangstemperaturen der Polymermischungen steigen mit steigender Vernetzer- und sinkender Polyethylenkonzentration. Bei Proben mit 15 Gew.-% PE zeigte sich folgendes: 5 Gew.-% Vernetzer führen zu großen PE-Bereichen (150 - 200 nm) in der Matrix und der Kristallinitätsgrad ist gering. Bei der Polymermischung mit 10 Gew.-% Vernetzer bilden sich sehr kleine Polyethylenkristalle (< 80 nm) und der Kristallinitätsgrad ist hoch. Ohne Vernetzer hängt der Kristallinitätsgrad - wie bei reinem PE - von der Abkühlrate ab, mit Vernetzer ist er von ihr unabhängig.

Weiterentwicklung einer Produktionsanlage und der Speicherungs- bzw. Transportkonzepte für hochpolarisiertes 3He

Der Bedarf an hyperpolarisiertem 3He in Medizin und physikalischer Grundlagenforschung ist in den letzten ca. 10-15 Jahren sowohl in Bezug auf die zu Verfügung stehende Menge, als auch auf den benötigten Grad der Kernspinpolarisation stetig gestiegen. Gleichzeitig mußten Lösungen für die polarisationserhaltende Speicherung und den Transport gefunden werden, die je nach Anwendung anzupassen waren. Als Ergebnis kann mit dieser Arbeit ein in sich geschlossenes Gesamtkonzept vorgestellt werden, daß sowohl die entsprechenden Mengen für klinische Anwendungen, als auch höchste Polarisation für physikalische Grundlagenfor-schung zur Verfügung stellen kann. Verschiedene unabhängige Polarimetriemethoden zeigten in sich konsistente Ergebnisse und konnten, neben ihrer eigenen Weiterentwicklung, zu einer verläßlichen Charakterisierung des neuen Systems und auch der Transportzellen und –boxen eingesetzt werden. Die Polarisation wird mittels „Metastabilem Optischen Pumpen“ bei einem Druck von 1 mbar erzeugt. Dabei werden ohne Gasfluß Werte von P = 84% erreicht. Im Flußbetrieb sinkt die erreichbare Polarisation auf P ≈ 77%. Das 3He kann dann weitgehend ohne Polarisationsver-luste auf mehrere bar komprimiert und zu den jeweiligen Experimenten transportiert werden. Durch konsequente Weiterentwicklung der vorgestellten Polarisationseinheit an fast allen Komponenten kann somit jetzt bei einem Fluß von 0,8 barl/h eine Polarisation von Pmax = 77% am Auslaß der Apparatur erreicht werden. Diese skaliert linear mit dem Fluß, sodaß bei 3 barl/h die Polarisation immer noch bei ca. 60% liegt. Dabei waren die im Rahmen dieser Arbeit durchgeführten Verbesserungen an den Lasern, der Optik, der Kompressionseinheit, dem Zwischenspeicher und der Gasreinigung wesentlich für das Erreichen dieser Polarisatio-nen. Neben dem Einsatz eines neuen Faserlasersystems ist die hohe Gasreinheit und die lang-lebige Kompressionseinheit ein Schlüssel für diese Leistungsfähigkeit. Seit Herbst 2001 er-zeugte das System bereits über 2000 barl hochpolarisiertes 3He und ermöglichte damit zahl-reiche interdisziplinäre Experimente und Untersuchungen. Durch Verbesserungen an als Prototypen bereits vorhandenen Transportboxen und durch weitgehende Unterdrückung der Wandrelaxation in den Transportgefäßen aufgrund neuer Erkenntnisse über deren Ursachen stellen auch polarisationserhaltende Transporte über große Strecken kein Problem mehr dar. In unbeschichteten 1 Liter Kolben aus Aluminosilikatglä-sern werden nun problemlos Speicherzeiten von T1 > 200h erreicht. Im Rahmen des europäi-schen Forschungsprojektes „Polarized Helium to Image the Lung“ wurden während 19 Liefe-rungen 70barl 3He nach Sheffield (UK) und bei 13 Transporten 100 barl nach Kopenhagen (DK) per Flugzeug transportiert. Zusammenfassend konnte gezeigt werden, daß die Problematik der Kernspinpolarisationser-zeugung von 3He, die Speicherung, der Transport und die Verwendung des polarisierten Ga-ses in klinischer Diagnostik und physikalischen Grundlagenexperimenten weitgehend gelöst ist und das Gesamtkonzept die Voraussetzungen für allgemeine Anwendungen auf diesen Gebieten geschaffen hat.

Computer-Simulationen zur Strukturbildung von einzelnen Polymerketten

In dieser Arbeit wurden die Phasenübergänge einer einzelnen Polymerkette mit Hilfe der Monte Carlo Methode untersucht. Das Bondfluktuationsmodell wurde zur Simulation benutzt, wobei ein attraktives Kastenpotential zwischen allen Monomeren der Polymerkette gewirkt hat. Drei Arten von Bewegungen sind eingeführt worden, um die Polymerkette richtig zu relaxieren. Diese sind die Hüpfbewegung, die Reptationsbewegung und die Pivotbewegung. Um die Volumenausschlußwechselwirkung zu prüfen und um die Anzahl der Nachbarn jedes Monomers zu bestimmen ist ein hierarchischer Suchalgorithmus eingeführt worden. Die Zustandsdichte des Modells ist mittels des Wang-Landau Algorithmus bestimmt worden. Damit sind thermodynamische Größen berechnet worden, um die Phasenübergänge der einzelnen Polymerkette zu studieren. Wir haben zuerst eine freie Polymerkette untersucht. Der Knäuel-Kügelchen Übergang zeigt sich als ein kontinuierlicher Übergang, bei dem der Knäuel zum Kügelchen zusammenfällt. Der Kügelchen-Kügelchen Übergang bei niedrigeren Temperaturen ist ein Phasenübergang der ersten Ordnung, mit einer Koexistenz des flüssigen und festen Kügelchens, das eine kristalline Struktur hat. Im thermodynamischen Limes sind die Übergangstemperaturen identisch. Das entspricht einem Verschwinden der flüssigen Phase. In zwei Dimensionen zeigt das Modell einen kontinuierlichen Knäuel-Kügelchen Übergang mit einer lokal geordneten Struktur. Wir haben ferner einen Polymermushroom, das ist eine verankerte Polymerkette, zwischen zwei repulsiven Wänden im Abstand D untersucht. Das Phasenverhalten der Polymerkette zeigt einen dimensionalen crossover. Sowohl die Verankerung als auch die Beschränkung fördern den Knäuel-Kügelchen Übergang, wobei es eine Symmetriebrechung gibt, da die Ausdehnung der Polymerkette parallel zu den Wänden schneller schrumpft als die senkrecht zu den Wänden. Die Beschränkung hindert den Kügelchen-Kügelchen Übergang, wobei die Verankerung keinen Einfluss zu haben scheint. Die Übergangstemperaturen im thermodynamischen Limes sind wiederum identisch im Rahmen des Fehlers. Die spezifische Wärme des gleichen Modells aber mit einem abstoßendem Kastenpotential zeigt eine Schottky Anomalie, typisch für ein Zwei-Niveau System.