Ontologies and Methods for Interoperability of Engineering Analysis Models (EAMS) in an E-Design Environment

ABSTRACT ONTOLOGIES AND METHODS FOR INTEROPERABILITY OF ENGINEERING ANALYSIS MODELS (EAMS) IN AN E-DESIGN ENVIRONMENT SEPTEMBER 2007 NEELIMA KANURI, B.S., BIRLA INSTITUTE OF TECHNOLOGY AND SCIENCES PILANI INDIA M.S., UNIVERSITY OF MASSACHUSETTS AMHERST Directed by: Professor Ian Grosse Interoperability is the ability of two or more systems to exchange and reuse information efficiently. This thesis presents new techniques for interoperating engineering tools using ontologies as the basis for representing, visualizing, reasoning about, and securely exchanging abstract engineering knowledge between software systems. The specific engineering domain that is the primary focus of this report is the modeling knowledge associated with the development of engineering analysis models (EAMs). This abstract modeling knowledge has been used to support integration of analysis and optimization tools in iSIGHT FD , a commercial engineering environment. ANSYS , a commercial FEA tool, has been wrapped as an analysis service available inside of iSIGHT-FD. Engineering analysis modeling (EAM) ontology has been developed and instantiated to form a knowledge base for representing analysis modeling knowledge. The instances of the knowledge base are the analysis models of real world applications. To illustrate how abstract modeling knowledge can be exploited for useful purposes, a cantilever I-Beam design optimization problem has been used as a test bed proof-of-concept application. Two distinct finite element models of the I-beam are available to analyze a given beam design- a beam-element finite element model with potentially lower accuracy but significantly reduced computational costs and a high fidelity, high cost, shell-element finite element model. The goal is to obtain an optimized I-beam design at minimum computational expense. An intelligent KB tool was developed and implemented in FiPER . This tool reasons about the modeling knowledge to intelligently shift between the beam and the shell element models during an optimization process to select the best analysis model for a given optimization design state. In addition to improved interoperability and design optimization, methods are developed and presented that demonstrate the ability to operate on ontological knowledge bases to perform important engineering tasks. One such method is the automatic technical report generation method which converts the modeling knowledge associated with an analysis model to a flat technical report. The second method is a secure knowledge sharing method which allocates permissions to portions of knowledge to control knowledge access and sharing. Both the methods acting together enable recipient specific fine grain controlled knowledge viewing and sharing in an engineering workflow integration environment, such as iSIGHT-FD. These methods together play a very efficient role in reducing the large scale inefficiencies existing in current product design and development cycles due to poor knowledge sharing and reuse between people and software engineering tools. This work is a significant advance in both understanding and application of integration of knowledge in a distributed engineering design framework.

Lateral sediment sources and knickzones as controls on spatio-temporal variations of sediment transport in an Alpine river

Modern mixed alluvial-bedrock channels in mountainous areas provide natural laboratories for understanding the time scales at which coarse-grained material has been entrained and transported from their sources to the adjacent sedimentary sink, where these deposits are preserved as conglomerates. This article assesses the shear stress conditions needed for the entrainment of the coarse-bed particles in the Glogn River that drains the 400 km2 Val Lumnezia basin, eastern Swiss Alps. In addition, quantitative data are presented on sediment transport patterns in this stream. The longitudinal stream profile of this river is characterized by three ca 500 m long knickzones where channel gradients range from 0·02 to 0·2 m m−1, and where the valley bottom confined into a <10 m wide gorge. Downstream of these knickzones, the stream is flat with gradients <0·01 m m−1 and widths ≥30 m. Measurements of the grain-size distribution along the trunk stream yield a mean D84 value of ca 270 mm, whereas the mean D50 is ca 100 mm. The consequences of the channel morphology and the grain-size distribution for the time scales of sediment transport were explored by using a one-dimensional step-backwater hydraulic model (Hydrologic Engineering Centre – River Analysis System). The results reveal that, along the entire trunk stream, a two to 10 year return period flood event is capable of mobilizing both the D50 and D84 fractions where the Shields stress exceeds the critical Shields stress for the initiation of particle motion. These return periods, however, varied substantially depending on the channel geometry and the pebble/boulder size distribution of the supplied material. Accordingly, the stream exhibits a highly dynamic boulder cover behaviour. It is likely that these time scales might also have been at work when coarse-grained conglomerates were constructed in the geological past.

The role of the bed nucleus of the stria terminalis in stress: A behavioral, neurophysiological and neuropharmacological study

During the fifty-five years since the origin of the modern concept of stress, a variety of neurochemical, physiological, behavioral and pathological data have been collected in order to define stress and catalogue the components of the stress response. Over the last twenty-five years, as interest in the neural mechanisms underlying the stress response grew, most of the studies have focused on the hypothalamus and major limbic structures such as the amygdala or on nuclei involved in neurochemical changes observed during stress. There are other CNS sites, such as the bed nucleus of the stria terminalis (BNST), that neuroanatomical and neurochemical studies suggest may be involved in stress, but these sites have rarely been studied. Four experiments were performed for this dissertation, the goal of which was to examine the BNST to determine its role in the regulation of the stress response. The first experiment demonstrated that electrical stimulation of BNST was sufficient to produce stress-like behaviors. The second experiment demonstrated that single BNST neurons altered their firing rate in response to both a noxious somatosensory stimulus such as tail pinch and electrical stimulation of the amygdala (AmygS). The third experiment showed that the opioid, cholinergic, and noradrenergic systems, three neurotransmitter systems implicated in the control of the stress response, were effective in altering the firing rate of BNST neurons. The fourth experiment demonstrated that the cholinergic effects were mediated via muscarinic receptors and showed that the effects of AmygS were not mediated via cholinergic pathways. Collectively, these findings provide a possible explanation for the nonspecificity in causation of stress and the invariability of the stress response and suggest a neurochemical basis for its pharmacological control. ^

Ice-Bed Coupling Beneath and Beyond Ice Streams: Byrd Glacier, Antarctica

Ice sheet thickness is determined mainly by the strength of ice-bed coupling that controls holistic transitions from slow sheet flow to fast streamflow to buttressing shelf flow. Byrd Glacier has the largest ice drainage system in Antarctica and is the fastest ice stream entering Ross Ice Shelf. In 2004 two large subglacial lakes at the head of Byrd Glacier suddenly drained and increased the terminal ice velocity of Byrd Glacier from 820 m yr(-1) to 900 m yr(-1). This resulted in partial ice-bed recoupling above the lakes and partial decoupling along Byrd Glacier. An attempt to quantify this behavior is made using flowband and flowline models in which the controlling variable for ice height above the bed is the floating fraction phi of ice along the flowband and flowline. Changes in phi before and after drainage are obtained from available data, but more reliable data in the map plane are required before Byrd Glacier can be modeled adequately. A holistic sliding velocity is derived that depends on phi, with contributions from ice shearing over coupled beds and ice stretching over uncoupled beds, as is done in state-of-the-art sliding theories.

Evidence for a Frozen Bed, Byrd Glacier, Antarctica

Ice thickness, computed within the fjord region of Byrd Glacier on the assumptions that Byrd Glacier is in mass-balance equilibrium and that ice velocity is entirely due to basal sliding, are on average 400 m less than measured ice thicknesses along a radio-echo profile. We consider four explanations for these differences: (1) active glacier ice is separated from a zone of stagnant ice near the base of the glacier by a shear zone at depth; (2) basal melting rates are some 8 m/yr; (3) internal shear occurs with no basal sliding in much of the region above the grounding zone; or (4) internal creep and basal sliding contribute to the flow velocity in varying proportions above the grounding zone. Large gradients of surface strain rate seem to invalidate the first explanation. Computed values of basal shear stress (140 to 200 kPa) provide insufficient frictional heat to melt the ice demanded by the second explanation. Both the third and fourth explanations were examined by making simplifying assumptions that prevented a truly quantitative evaluation of their merit. Nevertheless, there is no escaping the qualitative conclusion that internal shear contributes strongly to surface velocities measured on Byrd Glacier, as is postulated in both these explanations.

Wake up. Back to Bed – Zugang zum nächtlichen Training?

Einleitung Ein Klartraum ist definiert als ein Traum, in dem der Träumende weiß, dass er träumt. In der Fachliteratur finden sich verschiedene Induktionstechniken, um die Klartraum-häufigkeit zu steigern (z.B. Stumbrys, Erlacher, Schädlich & Schredl, 2012). Zudem wurde in einer Pilotstudie gezeigt, dass ein Training im Klartraum zu Verbesserungen in einer Zielwurfaufgabe am nächsten Morgen führt (Erlacher & Schredl, 2010). Um ein regelmäßiges Training im Traum zu ermöglichen, besteht für die Sportpraxis das Problem, Klarträume gezielt zu induzieren. In dieser Studie wurde im Schlaflabor die so genannte Memnotische Induktion von luziden Träumen (MILT) – eine Autosugges-tionstechnik in der die Intention, einen Klartraum zu erleben, an Traumhinweise ge-koppelt wird – im Morgenschlaf überprüft. Methoden Insgesamt wurden 52 Versuchsteilnehmer (32 männlich und 20 weiblich) im Alter von 24 Jahren (± 2.2) im Schlaflabor untersucht. Die Personen waren in 4 Gruppen aufge-teilt. Alle Personen schliefen zunächst für ca. 6 Stunden, wurden dann aus einer REM-Phase geweckt und sollten einen Traum berichten. Im Anschluss blieben die Teilnehmer 30 bzw. 60 Minuten wach und praktizierten entweder MILT oder beschäf-tigten sich mit einer kognitiven oder motorischen Kontrollaufgabe. Im Anschluss durf-ten alle Teilnehmer für max. 4 weitere Stunden schlafen. Das Auftreten eines Klartraums in der morgendlichen Schlafphase diente als abhängige Variable. Ergebnisse und Diskussion Die Ergebnisse zeigen, dass MILT zu einer gesteigerten Klartraumhäufigkeit (33-70%) im Vergleich zur Kontrollbedingung (9-14%) führt. Ein Unterschied zwischen 30 Minuten (50%) zu 60 Minuten MILT (70%) ist marginal. Das Auftreten von Klarträumen kann durch MILT im Morgenschlaf signifikant gestei-gert werden. Die Erfolgsquote schwankt jedoch mit Blick auf die genaue Definition ei-nes Klartraums. Es konnten bei nicht klartraumerfahrenen Versuchsteilnehmerinnen mehr Klarträume induziert werden. Für die Sportpraxis könnten solche Induktions-techniken dem Sportler ermöglichen, im Traum zu trainieren. In weiteren Studien wäre zu untersuchen, ob Athleten ebenfalls Klarträume induziert werden können. Ebenso sollte die Auswirkung eines regelmäßigen Klartraumtrainings in der Sportpraxis wei-ter untersucht werden. Literatur Stumbrys, T., Erlacher, D., Schädlich, M. & Schredl, M. (2012). Induction of lucid dreams: a systematic review of evidence. Consciousness and Cognition, 21(3), 1456-1475. Erlacher, D. & Schredl, M. (2010). Practicing a motor task in a lucid dream enhances subsequent performance: A pilot study. The Sport Psychologist, 24(2), 157-167.

A class of exact Navier-Stokes solutions for homogeneous flat-plate boundary layers and their linear stability

We introduce a new boundary layer formalism on the basis of which a class of exact solutions to the Navier–Stokes equations is derived. These solutions describe laminar boundary layer flows past a flat plate under the assumption of one homogeneous direction, such as the classical swept Hiemenz boundary layer (SHBL), the asymptotic suction boundary layer (ASBL) and the oblique impingement boundary layer. The linear stability of these new solutions is investigated, uncovering new results for the SHBL and the ASBL. Previously, each of these flows had been described with its own formalism and coordinate system, such that the solutions could not be transformed into each other. Using a new compound formalism, we are able to show that the ASBL is the physical limit of the SHBL with wall suction when the chordwise velocity component vanishes while the homogeneous sweep velocity is maintained. A corresponding non-dimensionalization is proposed, which allows conversion of the new Reynolds number definition to the classical ones. Linear stability analysis for the new class of solutions reveals a compound neutral surface which contains the classical neutral curves of the SHBL and the ASBL. It is shown that the linearly most unstable Görtler–Hämmerlin modes of the SHBL smoothly transform into Tollmien–Schlichting modes as the chordwise velocity vanishes. These results are useful for transition prediction of the attachment-line instability, especially concerning the use of suction to stabilize boundary layers of swept-wing aircraft.

Agéanax ou l'amour voyageur : fiction érotique tirée de quelques auteurs anciens, principalement des auteurs grecs

Erscheinungsort und Verlag ermittelt im GV-alt

Field-Based Evaluations of Horizontal Flat-Plate Fish Screens

Diversions from streams are often screened to prevent the loss of or injury to fish. Hydraulic criteria meant to protect fish that encounter screens have been developed, but primarily for screens that are vertical to the water flow rather than horizontal. For this reason, we measured selected hydraulic variables and released wild rainbow trout Oncorhynchus mykiss over two types of horizontal flat-plate fish screens in the field. Our goal was to assess the efficacy of these screens under a variety of conditions in the field and provide information that could be used to develop criteria for safe fish passage. We evaluated three different inverted-weir screens over a range of strewn (0.24-1.77 m(3)/s) and diversion flows (0.10-0.31 m(3)/s). Approach velocities (AVs) ranged from 3 to 8 cm/s and sweeping velocities (SVs) from 69 to 143 cm/s. We also evaluated a simple backwatered screen over stream flows of 0.23-0.79 m(3)/s and diversion flows of 0.08-0.32 m(3)/s. The mean SVs for this screen ranged from 15 to 66 cm/s and the mean AVs from 1 to 5 cm/s. The survival rates of fish held for 24 h after passage over these screens exceeded 98%. Overall, the number of fish-screen contacts was low and the injuries related to passage were infrequent and consisted primarily of minor fin injuries. Our results indicate that screens of this type have great potential as safe and effective fish screens for small diversions. Care must be taken, however, to avoid operating conditions that produce shallow or no water over the screen surface, situations of high AVs and low SVs at backwatered screens, and situations producing a localized high AV with spiraling flow.

Julius Benseler als Tanzmeister, Rollenbild, in: Bedřich Smetana: Die verkaufte Braut

Signatur des Originals: S 36/F02991

Julius Benseler als Tanzmeister, Rollenbild, in: Bedřich Smetana: Die verkaufte Braut

Signatur des Originals: S 36/F02993