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Design Philosophy (design + philosophy)
Selected AbstractsThe contribution of coating microstructure to degradation and particle release in hydroxyapatite coated prosthesesJOURNAL OF BIOMEDICAL MATERIALS RESEARCH, Issue 2 2002K. A. Gross Abstract Plasma-sprayed coatings of hydroxyapatite powder are widely used on hip replacements. Commercially, they are supplied by a large number of companies and thus offer different coating design philosophies. This study focuses on a retrieved prosthetic stem that exhibited coating loss on the femoral stem occurring concurrently with third-body wear. The purpose of the research was to establish possible links between the coating microstructure and the clinical findings. A coated stem and cup were sectioned and the cross section was prepared to reveal the coating microstructure. Characterization included X-ray diffraction, FTIR spectroscopy, and crystalline particle quantification within the coating. It was found that the coating has a high amorphous content that provides fast resorption. The amount of crystalline particles increased on the distal location of the stem, the threads of the acetabular shell, and was generally higher on the cup. Accelerated degradation illustrated how the coating may be a particle-generating source by preferential dissolution of the amorphous phase, possibly allowing liberation of crystalline areas and other particulates at the substrate-coating interface. Such particles mainly include the less soluble hydroxyapatide formed from unmelted particles in the plasma or recrystallisation in the coating, but may also include entrapped grit lodged in the substrate during the roughening process. This study accents the importance of coating microstructure in understanding coating resorption. © 2002 Wiley Periodicals, Inc. J Biomed Mater Res (Appl Biomater) 63: 106,114, 2002; DOI 10.1002/jbm.10090 [source] Stoffliche und konstruktionsbezogene Besonderheiten beim Einsatz von UHFB im Brückenbau am Beispiel von drei PilotprojektenBETON- UND STAHLBETONBAU, Issue 9 2009Michael Reichel Dipl.-Ing. Brückenbau; Entwurf und Konstruktion Abstract Seit 1997 wurden weltweit ca. 30 Brücken aus UHFB (Ultrahochfester Beton) gebaut. Wegen der hohen Leistungsfähigkeit von UHFB, vor allem in Bezug auf seine Festigkeits- und Dauerhaftigkeitseigenschaften, ist er geradezu prädestiniert für Ingenieurbauwerke und damit auch für Brücken. Übliche Konstruktionsprinzipien des Betonbaus lassen sich jedoch nicht einfach auf den neuen Werkstoff übertragen. Die konsequente Einbeziehung der Eigenschaften und Besonderheiten des neuen Werkstoffes sowie die Berücksichtigung der Forderungen der Nachhaltigkeit führen zu filigranen, modularen und flexiblen Bauweisen, die sich ihrem Konstruktionsprinzip nach zwischen Beton- und Stahlkonstruktionen einordnen lassen. Bei Betrachtung der gesamten Lebenszykluskosten sind mit solchen Bauweisen wirtschaftliche Bauwerke mit eminentem Nutzen für die Volkswirtschaft möglich. Nach einer allgemeinen Betrachtung werden anhand der Erfahrungen bei Konstruktion, Bemessung und Ausführung von drei verschiedenen Pilotprojekten in Österreich die Besonderheiten und neuen Erkenntnisse beispielhaft erläutert. Special Features of Material and Structure in the Application of UHPC for Bridge Construction exemplified by three Pilot Projects Since 1997 nearly 30 bridges have been built worldwide using UHPC (Ultra High Performance Concrete). Due to the high performance of UHPC, especially owing to its strength and durability properties, this material is predestined for engineering structures and as a result also for bridges. Common design philosophies in concrete construction can not easily be adapted to this new material. The consistent incorporation of the properties and special features of this new material as well as the demands for sustainability lead to filigree, flexible and modular buildings. Therefore the design philosophy can be classified between concrete and steel constructions. Considering the complete life-cycle costs, such constructions permit economical buildings with an eminent benefit for the national economy. After general consideration, the special properties and the new insights gained are exemplified based on experiences during construction, dimensioning and implementation of three different pilot projects in Austria. [source] Template elastic-plastic computations in geomechanicsINTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, Issue 14 2002Boris Jeremi Abstract In this paper we present a new approach to computations in elasto-plastic geomechanics. The approach is based on the object oriented design philosophy and observations on similarity of most incremental elastic,plastic material models. This new approach to elastic,plastic computations in geomechanics allows for creation of template material models. The analysis of template material models will in turn allow for an easy implementation of other elastic,plastic material models based on the object oriented design principles. Furthermore we present some illustrative implementation details. Finally we present analysis results that emphasize features of template elastic,plastic computations in geomechanics. Copyright © 2002 John Wiley & Sons, Ltd. [source] Design and Implementation of a Novel Quench Flow Reactor for the Study of Nascent Olefin PolymerisationMACROMOLECULAR REACTION ENGINEERING, Issue 2 2007Audrey Di Martino Abstract A novel stopped flow reactor system is described in the current work, along with the underlying design philosophy. While the concept of stopped flow technology is not recent, this system is the first to be designed with the objective of studying particle morphology, and to work at extremely short (40 ms) residence times. It is shown that traditional chemical engineering principles are required to properly design and operate this type of reactor, and that when correctly design, it is a very flexible tool for the study of nascent polymerisation of olefins. [source] Neural Network Adaptive Robust Control Of Siso Nonlinear Systems In A Normal FormASIAN JOURNAL OF CONTROL, Issue 2 2001J.Q. Gong ABSTRACT In this paper, performance oriented control laws are synthesized for a class of single-input-single-output (SISO) n -th order nonlinear systems in a normal form by integrating the neural networks (NNs) techniques and the adaptive robust control (ARC) design philosophy. All unknown but repeat-able nonlinear functions in the system are approximated by the outputs of NNs to achieve a better model compensation for an improved performance. While all NN weights are tuned on-line, discontinuous projections with fictitious bounds are used in the tuning law to achieve a controlled learning. Robust control terms are then constructed to attenuate model uncertainties for a guaranteed output tracking transient performance and a guaranteed final tracking accuracy. Furthermore, if the unknown nonlinear functions are in the functional ranges of the NNs and the ideal NN weights fall within the fictitious bounds, asymptotic output tracking is achieved to retain the perfect learning capability of NNs. The precision motion control of a linear motor drive system is used as a case study to illustrate the proposed NNARC strategy. [source] Stoffliche und konstruktionsbezogene Besonderheiten beim Einsatz von UHFB im Brückenbau am Beispiel von drei PilotprojektenBETON- UND STAHLBETONBAU, Issue 9 2009Michael Reichel Dipl.-Ing. Brückenbau; Entwurf und Konstruktion Abstract Seit 1997 wurden weltweit ca. 30 Brücken aus UHFB (Ultrahochfester Beton) gebaut. Wegen der hohen Leistungsfähigkeit von UHFB, vor allem in Bezug auf seine Festigkeits- und Dauerhaftigkeitseigenschaften, ist er geradezu prädestiniert für Ingenieurbauwerke und damit auch für Brücken. Übliche Konstruktionsprinzipien des Betonbaus lassen sich jedoch nicht einfach auf den neuen Werkstoff übertragen. Die konsequente Einbeziehung der Eigenschaften und Besonderheiten des neuen Werkstoffes sowie die Berücksichtigung der Forderungen der Nachhaltigkeit führen zu filigranen, modularen und flexiblen Bauweisen, die sich ihrem Konstruktionsprinzip nach zwischen Beton- und Stahlkonstruktionen einordnen lassen. Bei Betrachtung der gesamten Lebenszykluskosten sind mit solchen Bauweisen wirtschaftliche Bauwerke mit eminentem Nutzen für die Volkswirtschaft möglich. Nach einer allgemeinen Betrachtung werden anhand der Erfahrungen bei Konstruktion, Bemessung und Ausführung von drei verschiedenen Pilotprojekten in Österreich die Besonderheiten und neuen Erkenntnisse beispielhaft erläutert. Special Features of Material and Structure in the Application of UHPC for Bridge Construction exemplified by three Pilot Projects Since 1997 nearly 30 bridges have been built worldwide using UHPC (Ultra High Performance Concrete). Due to the high performance of UHPC, especially owing to its strength and durability properties, this material is predestined for engineering structures and as a result also for bridges. Common design philosophies in concrete construction can not easily be adapted to this new material. The consistent incorporation of the properties and special features of this new material as well as the demands for sustainability lead to filigree, flexible and modular buildings. Therefore the design philosophy can be classified between concrete and steel constructions. Considering the complete life-cycle costs, such constructions permit economical buildings with an eminent benefit for the national economy. After general consideration, the special properties and the new insights gained are exemplified based on experiences during construction, dimensioning and implementation of three different pilot projects in Austria. [source] |