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Organisationseinheit der BAM
Often 3D‐printing and additive manufacturing are mentioned as the 3rd industrial revolution. In this conjunction this book provides a brief overview on additively manufactured metal pieces.
This book fulfills its intension to serve as an educational guide, providing a holistic picture encompassing science, technology and applications for the real‐life use of Metal Additive Manufacturing.
Pectin-water interactions: comparison of different analytical methods and influence of storage
(2015)
Interactions of pectin with water are essential for nearly all pectin applications. It was assumed that these interactions strongly depend not only on chemical molecular parameters but also on physical powder material properties and that they might be affected by storage. This was examined with nine different pectin samples from three suppliers. Storage at 60 °C and 80% humidity for two weeks was used in order to simulate long term storage at moderate conditions. Material properties were tested by measuring solid density and BET surface and by mercury porosimetry and X-ray analysis. Pectin-water interactions were examined with two different methods, a modified sorption method at αw around 1.0 and the capillary sucking method (Baumann method). After storage, the BET surface of the pectin samples was reduced, solid density was altered differently and crystalline structures became amorphous. It is assumed that storage at high heat and humidity caused particle surfaces softening, swelling and partly dissolution. The particle surfaces smoothed, small inter-particle voids were reduced or sealed and particles agglomerated. These alterations caused a reduced water uptake of stored pectins. In general, the accessibility of hydrophilic groups in pectin was more important for pectin-water interactions than their number. All applied methods for testing pectin-water interactions detected special sample properties and their combination allowed an extensive evaluation of the water binding properties.
Degradation of material properties significant for lifetime extension of nuclear power plants
(2010)
The discussion about the right energy sources or alternative energy generation goes around the world, mostly in connection with green-house gas reduction. Therefore, some countries have started to consider extending operation of nuclear power plants. This demands an extensive plant life management as well as the knowledge of the degradation in material properties. The Basis Safety Concept (BSC) in Germany observed this circumstance. Still, lifetime extension is not an issue in Germany due to phase out of nuclear energy. Part of the BSC is the application of non-destructive examination (NDE) methods from the beginning, i.e. from component manufacture, to the end of life. The application of a NDE method to detect and size defects in components in nuclear power plants is presented. Some material properties and their degradation during increase of operation time are also in the focus of this paper.
In Germany, about 60 million tons of demolition waste are generated annually. Approximately 70% of the demolition waste is currently recycled. Most recycling applications, for example in roadbed substructures, can be seen as a kind of downcycling. However, there are also some high-level applications for demolition waste. For instance, crushed and sieved concrete demolition waste can be used as concrete aggregate instead of natural materials. Depending on the crushing process, about a third of the broken concrete is currently concrete sand. At present, concrete sand fraction (0-4 mm) is rarely reused as a concrete aggregate. This is due to the fact that some important characteristics of crushed concrete sand are different from those of natural sand. As a result, it does not reach the standards required for aggregates. Concrete containing such aggregate is of lower quality than concrete made of natural aggregate. This paper describes an experimental investigation on the treatment of concrete sand gained from demolition waste by wet processing using a jig whereby the sand is separated by grain size and, more importantly, by density. Concrete produced with concrete sand which has been treated in this manner should have the same quality as concrete prepared with natural aggregate. Recycled sand used as aggregate substitutes natural resources and avoids disposal of waste. It has all the characteristics of an Ecomaterial. (author abst.)