Continuous Model-Driven Engineering

CMDE has been successfully applied in several industrial projects, including telecommunication services, supply-chain management, bioinformatics, logistics, and healthcare. In all these cases, agility at the customer, user, and application level proved key to aligning and linking business and IT. We now expect an additional boost when integrating this approach into a processor project-management environment that oversees development and evolution. This environment will include deadline management and progress reports, automatically informing all relevant parties when certain actions are required, managing different versions and product lines, and automatically steering the build and quality-management process. Perhaps not surprisingly, the development of this management environment proved to be a prime application of CMDE.     

Oxidationsstufen des Eisens in Schlacken der Stahlerzeugung bei 1600°C

Fe₂O₃/FeO-Verhältnisse im Quasivierstoffsystem CaO'–FeO'_ges.-P₂O₅'–SiO₂' im Gleichgewicht mit flüssigem Eisen. Beeinflussung der Sättigungskonzentrationen durch höhere Fe₂O₃/FeO-Verhältnisse. Bedeutung für die Schlacken der Stahlerzeugungsverfahren.     

Geschichtliche Entwicklung und aktuelle Praxis der Probebelastung — Teil 2: Entwicklung von Normen und heutige Anwendung

Im Zuge des massenhaften Einsatzes von Probebelastungen im 19. und zu Beginn des 20. Jahrhunderts zeigte sich die Notwendigkeit, deren Planung, Durchführung und Auswertung durch allgemeine Richtlinien und Normen zu stützen. Im Beitrag wird das Ringen um erste zaghafte Festlegungen beschrieben, die im Laufe der Jahre immer konkreter zu einer verwendbaren Handlungsgrundlage ausgearbeitet wurden. Unter Kritikern blieb jedoch immer die Frage über die Sicherheit und vor allem die Aussagekraft von Belastungsversuchen auf der Grundlage der verwendeten Bewertungskriterien offen. Mit der Weiterentwicklung der Berechnungsverfahren auch durch den Einsatz von Computertechnik wurden Probebelastungen von Neubauten ab den 1970‐er Jahren entbehrlich. Für auffällig gewordene bestehende Tragwerke stellt die Probebelastung jedoch auch heute noch eine — und manchmal die einzige — Methode zum Nachweis einer ausreichenden Tragfähigkeit dar. Die hierfür angewendete moderne Belastungs‐ und Messtechnologie bietet jedoch im Unterschied zur traditionellen Vorgehensweise ein hohes Maß an Sicherheit und Informationsgewinn. Historical Development and current practise of load tests in situ — Part 2: Development of standards and current practise. Because of the large demand and use of load testing in the 19th and at the beginning of the 20th century, there was the necessity to standardise the planning, execution and analysis in general guidelines and codes. This article describes the struggling and first tentative specification, which were more and more specified to an useful basis in the following years. The used criterions for the assessment have often been a reason for critics on the value and the safety of loading tests. The further development of calculation methods especially the computer technology made the load testing of new structures superfluous in the 1970s. But for existing structures loading tests are today often a — and sometimes the only — method to proof a sufficient load bearing capacity. The today used modern loading‐ and measuring technology provides, in contrast to the traditional method, a high degree of safety and structural information.     

Parameter-study on the influence of steel fibers and coarse aggregate content on the fresh properties of self-compacting concrete

Self-compacting concrete (SCC) offers several economic and technical benefits; the use of steel fibers extends its possibilities. Steel fibers bridge cracks, retard their propagation, and improve several characteristics and properties of the concrete. Fibers are known to significantly affect the workability of concrete. Therefore, an investigation was performed to compare the properties of plain SCC and SCC reinforced with steel fibers. Two mixtures of SCC with different aggregate contents were used as reference. Each of the concretes was tested with four types of steel fibers at different contents in order to answer the question to what extent the workability of SCC is influenced. The slump flow, a fiber funnel and the J-ring test were used to evaluate the material characteristics of the fresh concrete. This paper discusses the suitability of the applied test methods and the effect of the coarse aggregate content, the content and type of steel fibers on the workability of SCC.     

Quantification and localization of contrast agents using delta relaxation enhanced magnetic resonance at 1.5?T

Object

Delta relaxation enhanced magnetic resonance (dreMR) is a new imaging technique based on the idea of cycling the magnetic field B ₀ during an imaging sequence. The method determines the field dependency of the relaxation rate (relaxation dispersion dR ₁/dB). This quantity is of particular interest in contrast agent imaging because the parameter can be used to determine contrast agent concentrations and increases the ability to localize the contrast agent.

Materials and methods

In this paper dreMR imaging was implemented on a clinical 1.5?T MR scanner combining conventional MR imaging with fast field-cycling. Two improvements to dreMR theory are presented describing the quantification of contrast agent concentrations from dreMR data and a correction for field-cycling with finite ramp times.

Results

Experiments demonstrate the use of the extended theory and show the measurement of contrast agent concentrations with the dreMR method. A second experiment performs localization of a contrast agent with a significant improvement in comparison to conventional imaging.

Conclusion

dreMR imaging has been extended by a method to quantify contrast agent concentrations and improved for field-cycling with finite ramp times. Robust localization of contrast agents using dreMR imaging has been performed in a sample where conventional imaging delivers inconclusive results.