3.2 Gefahrguttanks und Unfallmechanik
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- 2022 (10) (entfernen)
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- Vortrag (4)
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- Dynamic loads (2)
- Energy dissipation (2)
- Experimental approaches (2)
- LH2 (2)
- LNG (2)
- Tank (2)
- Turning maneuvers (2)
- Auslegungsüberschreitend (1)
- Braking in a turn manoeuvre (1)
- Cargo shifting (1)
Organisationseinheit der BAM
- 3 Gefahrgutumschließungen; Energiespeicher (10)
- 3.2 Gefahrguttanks und Unfallmechanik (10)
- 1 Analytische Chemie; Referenzmaterialien (1)
- 1.5 Proteinanalytik (1)
- 2 Prozess- und Anlagensicherheit (1)
- 2.5 Konformitätsbewertung Explosivstoffe/Pyrotechnik (1)
- 8 Zerstörungsfreie Prüfung (1)
- 8.1 Sensorik, mess- und prüftechnische Verfahren (1)
Eingeladener Vortrag
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Hunting is a potentially dangerous phenomenon related to the lateral oscillation of the wheels that impacts the rails and causes the wear of the infrastructure’s components. Therefore, the analysis and timely detection of hunting can lead to the application of corrective maintenance tasks, reducing damages, and costs and even derailments as a result. In this work, the vibration response of a finite element model of a rail with hunting-induced loads by a single wheel is analyzed in three directions: longitudinal, lateral, and vertical. The contact patch forces are calculated by means of Simpack® using the Kalker linear theory and the contact Hertz theory. The system is solved by using the Newmark-_ approach. The results of the deflection and vibration analysis, following the proposed methodology, show how the different characteristics of the loads impact the rail.
Die volumetrische Energiedichte eines Gases kann durch Verflüssigung erhöht wer-den. Diese findet statt, wenn das Gas unter den Siedepunkt abgekühlt wird. Verflüs-sigte Gase mit großer Bedeutung für die Energiewende sind verflüssigter Wasser-stoff (LH2) und verflüssigtes Erdgas (LNG), dessen Verflüssigung Temperaturen von unter -160 °C bedarf. Systeme zur Speicherung dieser verflüssigten Gase müssen in der Regel für Überdrücke ausgelegt sein und benötigen thermische Superisolierun-gen (TSI), um die tiefkalten Bedingungen über längere Zeit halten zu können und Verluste durch Boil-Off gering zu halten. TSI mit Vakuum und MLI oder Perlit sind für viele Anwendungen mit LNG und LH2 geeignet. Bei solchen Systemen handelt es sich in der Regel um doppelwandige Strukturen, bei denen die Innenwand mit dem tiefkalten Fluid in Kontakt steht. Die Lücke, zwischen der Innen- und der Außen-wand befindet sich unter Vakuumbedingungen und enthält zudem MLI oder Perlite. Diese Kombination von Isolationsmethoden ermöglicht es auf kleinstem Raum sehr gute thermische Isolationswirkung zu erreichen. Aus wirtschaftlicher Sicht sind die Systeme gut durchdacht. Das Wissen über das Verhalten dieser Systeme bei einem typischen Ereignis wie einem Brand ist jedoch begrenzt. Dieses Wissen ist aber not-wendig, um die Sicherheit der wachsenden Zahl von Anwendungen auf dem Markt bewerten zu können.
Wasserstoff wird als ein potenzieller alternativer Energieträger gesehen, mit dem die für 2050 gesetzten Klimaziele erreicht werden könnten. Der Transport von Wasserstoff ist mittels verschiedener Speichertechniken möglich, von denen der kryogene Transport mit den größten volumetrischen Energiedichten einhergeht. Hierdurch eignen sich diese Speicher besonders für die energieintensiven Verkehrsmittel im Land-, See- und Flugverkehr.
Im Vortrag werden Speichertechniken, Gefahren im Umgang mit kryogenen Gasen sowie bisherige Störfälle dargestellt. Darauf aufbauend wird ein Teil der aktuellen Forschungsarbeit an der BAM vorgestellt, die die Sicherheit dieser Speicher unter außergewöhnlichen Belastungen adressiert.
The volumetric energy density of a gas can be increased by liquefaction, which occurs when the gas is cooled below the saturation point. Liquefied gases of great importance to the energy transition are Liquefied Hydrogen (LH2) and Liquefied Natural Gas (LNG), which can be liquefied at temperatures below 160°C. Systems for storing these gases typically must be overpressure resistant and require thermal super insulations (TSI) to hold cryogenic conditions and minimize boil-off losses from evaporation. TSI with vacuum and MLI or perlites are suitable for many applications involving LNG and LH2. Such systems are typically double-walled structures where the inner wall is in contact with the cryogenic liquefied gas. MLI or perlites are located in the gap between the inner and the outer wall, that is kept under vacuum conditions. This combination of insulations strongly reduces the heat transfer between the environment and the cryogenic liquefied gas. From an economic point of view the systems are well sophisticated. However, knowledge of the behavior of this kind of systems in a typical event such as a fire is limited, but necessary to evaluate the safety of the increasing number of applications.
The objective of the research is to determine how TSI behaves at different fire temperatures during fire exposure and afterwards. Special attention is paid to changes in the heat flux, the material properties and vacuum state over time. For this purpose, thermogravimetric analysis (TGA) studies have been carried out. In addition, a test rig was developed that allows testing of TSI at temperatures up to 1000°C under realistic integration conditions and subsequent analysis of the TSI samples. In the test rig the double-wall with vacuum and MLI or perlites inside is simulated. The fire conditions are simulated on one side of the double-wall by adjustable electrical heating elements. This process allows the implementation of repeatable heat flows of up to 100 kW/m². On the other side of the double-wall, cold or cryogenic conditions are simulated with a heat exchanger through which water or the vapor of liquid nitrogen (approx. -196°C) flows. The heat exchanger is also used to determine the heat flux through the double-wall. Thus, the test rig allows thermal loading and performance analysis of TSI samples at the same time.
Compared to tests with real cryogenic systems, tests with this experimental setup have the advantage that, first, the instrumentation is easier to realize, and a higher repeatability is ensured. Second, the local heat flow can be determined over time, and the sample of a TSI can be taken non-destructively and thus analyzed. Third, the tests are less risky as well as time+ and material intensive, so that more tests and variants can be investigated with the same budget.
Preliminary results obtained considering several types of MLI under vacuum show that all observed typs of MLI can be damaged under strong thermal loading. The damages observed were outgassing, melting, shrinkage, cracking, lump formation, and concomitant local loss of the MLI's function as a radiation shield. However, the study also shows that a damage does not always have an extreme effect on the insulating performance.
Turning maneuvers of rail vehicles involve demanding situations for the infrastructure because of the steering forces generated and the resultant lateral load transfers. Such forcing situation involves increased tangential forces that consume kinetic energy from the vehicle. While much attention has been paid in the literature to the damage in such infrastructure segments, the energy that is dissipated in these maneuvers, has not been explicitly addressed. In this paper, a specialized scale-down infrastructure is used to characterize the effect of the initial speed of the vehicle and its mass, on the magnitude of both the rail forces developed and the amount of dissipated energy during turning maneuvers. The outputs of the experiments suggest that most of the original kinetic energy is dissipated at the first portion of the turn. Also, that the magnitude of the wheel forces and the amount of dissipated energy, correlate. That is, a greater rail damage would correspond to greater energy dissipation.
Turning maneuvers of rail vehicles involve demanding situations for the infrastructure because of the steering forces generated and the resultant lateral load transfers. Such forcing situation involves increased tangential forces that consume kinetic energy from the vehicle. While much attention has been paid in the literature to the damage in such infrastructure segments, the energy that is dissipated in these maneuvers, has not been explicitly addressed. In this paper, a specialized scale-down infrastructure is used to characterize the effect of the initial speed of the vehicle and its mass, on the magnitude of both the rail forces developed and the amount of dissipated energy during turning maneuvers. The outputs of the experiments suggest that most of the original kinetic energy is dissipated at the first portion of the turn. Also, that the magnitude of the wheel forces and the amount of dissipated energy, correlate. That is, a greater rail damage would correspond to greater energy dissipation.
A methodology is proposed for the experimental analysis of the liquid cargo effect under combined orthogonal accelerations. To simultaneously subject the vehicle-cargo system to longitudinal and lateral accelerations, the vehicle is set obliquely on a tilt table. The experimental outputs suggest that there is a significant effect of the liquid cargo on the lateral load transfer ratio (LTR), on the order of 20%, which is attributable to the resulting shifting of the liquid cargo’s centre of gravity. That is, the peak LTR values due exclusively to sloshing were not significant, in such a way that the liquid cargo would only pose a safety risk under a steady acceleration input.
Also, the inverse of the product of the magnitude of the acceleration times the free surface length, correlates with the liquid cargo effect. That is, the magnitude of the input acceleration is not fully determinant for greater load transfers.
This paper presents a method for processing acceleration data registered on a train and determining the health condition of a subway’s substructure. The acceleration data was converted into a dynamic deformation by applying a transfer function defined using the Empirical Mode Decomposition Method.
The transfer function was constructed using data produced on an experimental rig, and it was scaled to an existing subway system. The equivalent deformation improved the analysis of the dynamic loads that affect the substructure of the subway tracks because it is considered the primary load that acts on the track and substructure. The acceleration data and the estimated deformations were analyzed with the Continues Wavelet Transform. The equivalent deformation data facilitated the application of a health monitoring system and simplified the development of predictive maintenance programs for the subway or railroad operators. This method better identified cracks in the substructure than using the acceleration data.