Full-scale Model Research Articles

Processing of experimental results for super-cavitating flow past cone by local polynomial regression (LOESS)

The aim of the study is to define the correlations describing the flow parameters during super-cavitating flow past an obstacle, often found in various elements of thermal power systems and units, as well as to offer a simple and reliable method for analysing experimental datasets for the flows in such systems. Full-scale modelling of cavitation processes was carried out using a circulating hydrodynamic set-up. The process of super-cavitation flow past cones with base diameters of15.45 and 21.75 mm and opening angles of 154° and 127°, respectively, in a working section having a diameter of 30 mm, was investigated. The obtained experimental data comprises a four-dimensional array that describes the dependence of the cavity length arising behind the obstacle and the pressure inside the cavity on the flow rate and temperature. Due to the complexity of processing and visual representation, this array was divided into two three-dimensional arrays. The approximation of the obtained data was carried out by locally estimated scatterplot smoothing (LOESS). The results demonstrated that the transition from vapour–gas to vapour cavitation is independent of the geometric dimensions of the obstacle. In addition, the dependence corresponding to the transition process to vapour cavitation was obtained by processing the experimental data. An empirical equation describing such a transition is proposed. Therefore, the method of smoothing a locally estimated scatter plot (local polynomial regression) illustrates the correlation between the processed data. The proposed empirical equation allows the critical length of the cavity to be determined that corresponds to the transition from vapour–gas to vapour cavitation and can be used for the design and operation of thermal power equipment.

Similitude method for self-noise under boundary layer pressure fluctuation excitation.

In this paper, the authors propose a similitude method based on the Π-theorem to predict the noise generated by pressure fluctuations along the boundary layer of a full-scale model by using a small-scale model. We begin by investigating the theory of the similitude method and introducing an approach to control the flow regime. We also provide an account of active and passive methods of controlling the flow regime. We analyze a plate model and a rotary model by using the computational fluid dynamics method to validate the effectiveness of the proposed similitude method and subject it to error analysis. The results demonstrate that it can accurately predict flow-induced noise in the full-scale model based on the noise observed in the small-scale model. We also provide methods to identify transitions in flow in the Appendix.

Development of a full-scale MATCH model in heat transfer performance simulation of RPV insulation structure with experimental validation

In a core meltdown accident, the reactor pressure vessel (RPV) insulation plays a significant role in the flooding process of the reactor cavity. The research on the function role of RPV insulation has attracted lots of attention whereas there are relatively few studies on heat transfer characteristics. Besides, the majority of previous studies on RPV insulation adopted a down-scaling or partial model instead of the entire model to decrease computational complexity. In this paper, a mesh assembly method is proposed to generate block-structured meshes and the heat transfer characteristics of the RPV insulation is carried out. Then a partial validation model has been verified against the experiments results. In addition, the effects of the air supply temperature, flow rate, and insulation installation gap on the overall model heat transfer performance of RPV insulation are investigated. The results demonstrate that the mean temperature of the insulation's outer wall (42.92 °C), the local temperature of the concrete (73.85 °C), and the heat flux of the insulation's outer wall (93.48 W⋅m‐2) are less than their limit values of 60 °C, 95 °C, and 235 W⋅m‐2, respectively. And the heat leakage from the supports accounts for over 90% of the total heat dissipation.

Clinical and anatomical characteristics of road traffic injuries in a metropolitan area. The fifth report: mortality of victims as a practical implementation of clinical outcome risks

Objective. To identify and verify the risks of negative outcomes of the trauma process in victims with road traffic injuries as the most severe medical and health consequences of an emergency.
 Materials and methods. The mortality rates of victims with road traffic injuries in a metropolitan area were studied using the method of full–scale modelling. The scope of the study was 1139 observations of road traffic injuries. The actual research material was analysed using parametric and non–parametric statistical methods.
 Results. It was found that the mortality rate of victims with road traffic injuries in a metropolitan area is 4.39%. The mortality rate of men is higher (4.97%) than that of women (3.38%). The highest mortality rates are observed in the age groups over 70 years old – 16.41% and under 20 years old – 8.11%. The mortality rate for drivers is 3.02%, for passengers – 1.56%, and for pedestrians – 7.62%. In the total study population and among all road users, the highest mortality rates were observed for abdominal injuries, followed by pelvic injuries.
 Conclusions. The mortality rate of victims with road traffic injuries in a metropolitan area is 4.39% and depends on the sign of participation in traffic and clinical factors, namely, the volume and clinical and nosological form of the lesion and the severity of the injury. Active road users (pedestrians) have the highest mortality rate (7.62%), and passive road users (passengers) have the lowest (1.56%).

Agricultural landscape zoning of the Forest-Steppe zone of Ukraine to develop organic gardening

The relevance of this study lies in the applied use of general scientific methods of landscape ecology in organic horticulture of the Forest-Steppe of Ukraine. The purpose of the study was to develop a system of targeted agricultural landscape assessment of the territory to determine the prospects for the development of organic horticulture on the example of the right-bank part of the Western Forest-Steppe. To fulfil this purpose, the methodology of targeted agricultural landscape zoning of agricultural land was used. For this, maps and diagrams of the distribution of the main structural components and factors of the agrosphere, namely, landscapes and morphological structures of the relief, soil and vegetation cover, water chemistry, rocks, functional use of land and traditional areas of agricultural production, were used. The cartographic method and expert assessments of land suitability for organic horticulture were based on the study of 8 natural and anthropogenic factors that form the corresponding taxonomic classification of agricultural landscapes of the Forest-Steppe from 30 taxa. The spatial differentiation of the factors is determined by the relevant quantitative and qualitative parameters of orchard lands. The expert assessment of agricultural landscapes for organic horticulture is based on the percentage level of alteration of the natural structure of the land. A full-scale model of the target map of agricultural landscapes was developed to assess the prospects for the development of organic horticulture on the example of the central part of the Right Bank of the Western Forest-Steppe. The study area of 5,400 square kilometres was located at the intersection of three administrative regions, namely Zhytomyr, Kyiv, and Vinnytsia. The study identified 21 agricultural landscapes, the territories of which are homogeneous in 8 parameters. Their comprehensive regional perspectives for organic horticulture are rated from 11 to 21. It was proposed to define 5 categories of agricultural landscapes according to their suitability for organic horticulture: the highest (21 points), high (19-20 points), medium (17-18 points), low (15-16 points) levels of suitability and unsuitable (11-12 points). Half of the study area is covered by agricultural landscapes of high suitability for organic horticulture, 15% each of medium and unsuitable, and 10% each of high and low suitability. The targeted classification of land for organic horticulture on an agricultural landscape basis is the scientific and methodological basis for the widespread development of a new, environmentally sound type of agricultural activity in Ukraine

Behavior of a Multi-Story Steel Structure with Eccentric X-Brace

Eccentrically Braced Frames (EBFs) outperform moment-resisting frames in seismically active regions because of their strength, stiffness, energy dissipation, and ductility. Conventional bracing systems, such as X, Y, V, or K types, are utilized to enhance structural integrity. This study employs computational modelling to analyze multi-story steel buildings featuring an eccentric X-brace system. In this investigation, 120 multi-story steel frame buildings were selected. These multi-story structures comprise six-, nine-, and twelve-story geometries. ETABS built a full-scale FE model of multi-story structures. The study's parametric variables are the X-brace eccentricity, steel X-brace section size, and X-braced placement. Steel X-braces may have an eccentricity of 500, 1000, or 1500 millimeters. The ETABS model was validated when its findings matched experimental data. According to the data, the eccentric X-brace increases top-story displacement more for 6-story multi-story structures than for 9- and 12-story ones. Eccentric X-braces reduced lateral stiffness, allowing more significant floor movement. Eccentric and diagonal braces offer less lateral rigidity than concentrically braced frames due to their flexibility. Eccentricity reduces stiffness, even if the X-braced component has a larger cross-section. EBFs may migrate horizontally. Since the EBF absorbs more energy, changing the X-brace section size and eccentricity affects its ductility.

Full-scale numerical simulation and experimental validation of the thermal environment under the heating mode in an air-conditioned room

The numerical simulation of the air flow of the room equipped with the crossflow fan air conditioners has been conducted a lot. However, the simulation of the air flow distribution under the heating mode has always been difficult to match the experimental data well, due to the fact that both the air temperature and the flow are affected by the buoyancy. In addition, very few full-scale simulations were conducted. To precisely predict the air flow and temperature distribution of the room with the crossflow fan air conditioner, a full-scale steady numerical simulation was conducted with the Computational Fluid Dynamics (CFD) package. The full-scale physical model was constructed strictly according to the real settings, including the detailed components of the air-conditioner, such as the crossflow fan and the heat exchangers. The Shear-Stress Transport (SST) k-ω turbulent model was selected to simulate the low Reynold flow near the inner surface of the room, and to simulate the high Reynold and transitional flow near the fan blades of the air-conditioner. The porous medium model was used to simulate the heat exchange fins in the air-conditioner. Furthermore, an experiment under the same condition was also conducted to verify the accuracy of the simulation. Results showed that the simulated supply air flow rate was 537.48 m3/h, producing a 4.97% deviation from the experiment result. Meanwhile, the upward movement of the supply air from the outlet of the air-conditioner was observed, leading to higher air temperatures in the upper region of the room. Furthermore, among all 210 measured temperature data points in the room, 149 data points had the deviation within ±5%, and 194 data points had the deviation within ±10%. 9 abnormal data points with greater deviation near the door were detected, which might be resulted from the outdoor cold air leakage through the crack between the door and the floor in the experiment. Conclusively, the full-scale numerical simulation in this study produced an accurate and reliable solution to predict the air temperature distribution in buildings, thus providing a potential method for the design or optimization of the air-conditioners.

Mechanical response of asphalt steel plastic pavement structure based on finite element simulation and scale load test

To promote sustainable road engineering, the focus is on identifying low-carbon, eco-friendly, and durable materials and structures, as conventional options face performance limitations. Hence, within this paper, we introduce a novel pavement structure, referred to as ASP, which comprises an SMA-13 asphalt mixture, a Q345D steel plate, and acrylonitrile butadiene styrene (ABS) plastic. Initially, we performed a uniaxial compression test to analyze the dynamic mechanical properties and modulus parameters of both the SMA-13 asphalt mixture and ABS plastic. To further investigate the mechanical response of the ASP pavement structure under actual traffic load conditions, we constructed a 1/3-scale model and subjected it to MMLS3 accelerated loading tests to confirm the validity of the established finite element model and verify the performance of the structure. Finally, we developed a full-scale finite element simulation model of the ASP pavement structure and analyzed its mechanical response under loading. The results were then compared to those obtained from typical pavement structures. The results from the MMLS3 accelerated loading test show that both the asphalt and steel plate layers in the ASP pavement structure exhibit similar strain behavior, with consistent peak strains. The strain generated by the underlying structural layer dissipates more quickly in the transverse position, while the steel plate layer and underlying structural layer mainly support the strain generated by the asphalt surface layer. Results from the full-scale finite element simulations indicate that the strain and stress generated between the ASP pavement structure and typical pavement structures are similar. However, the bottom of the steel plate layer in the ASP pavement structure experiences significant three-dimensional and vertical shear stress. In addition, the allowable material value of the bearing layer in the ASP pavement structure, which consists of Q345D steel plate and ABS plastic, is less than 1% compared to the typical pavement structure. This characteristic enables effective transfer and support of the moving vehicle load, highlighting the significant advantages of using steel plate and plastic as pavement materials. To conclude, the ASP pavement's internal structure aligns effectively with real-world conditions, as demonstrated by its load-bearing layer's performance under vehicular loads. This innovative design significantly improves road durability and sustainability, positioning it as a choice for future road construction. These findings provide valuable insights for researching the mechanical response patterns within the ASP pavement's internal structure.

Full-Scale Model Test of Subway Contact Channel under Mechanical Construction

The mechanical construction method for a subway contact channel has the advantages of a short construction period and high safety, and is more and more being applied in coastal soft-soil areas. In order to explore the suitability of this method in inland areas, a full-scale model test platform is used to simulate the shield-cutting construction process of the subway contact channel. The convergence deformation of the segments and the strain of the reinforcement and concrete are tested, so as to analyze the internal force and deformation law of the tunnel structure during cutting construction. The influence of the steel ring on the deformation of the subway contact channel is also studied. It is found that the segment convergence at the top is less than that at the waist position, and the convergence deformation of the waist is less than 30 mm; the internal force of the segment redistributes and the axial force mainly decreases during the cutting process; the stress state may change from compression to tension. The segment structure of the main tunnel, the supporting structure in the tunnel, and the stiffness of the steel-ring-lined composite pipe segment have little influence on the cutting force of the contact channel. The research results provide the corresponding technical indexes for the construction of a contact channel by the mechanical method, as well as a reference for the design and optimization of a steel-ring-lined composite pipe segment.

Mechanical Properties of Composite Track Beam for Medium and Low Speed Maglev Transit

Traditional medium-low speed Maglev track separated beam structures have drawbacks such as large structural height and neglect of F-type rail stiffness. This study proposes a new integrated track beam for medium-low speed maglev transportation. Finite element analysis is employed to compare the strength, stiffness, and natural frequencies of the integrated track beam with the existing separated track beam. The influence of beam height on the overall mechanical performance of the integrated track beam is analyzed. The ultimate bearing capacity of the steel-concrete composite joint in the integrated track beam is investigated through full-scale model testing. The results demonstrate that the proposed integrated track beam exhibits a 28% increase in flexural stiffness. The mid-span deflection is reduced by 19.9% under static and live loads. The first-order vertical natural frequency increases by 13.6%. The main factor governing the minimum beam height of the integrated track beam is the deflection limit under static and live loads. The beam height can be optimized from 2.1 m to 1.6 m. The model testing reveals that the F-type rail is controlled by torsional stiffness and can withstand 1.3 times the design load. The ultimate bearing capacity of the steel-concrete composite joint is 4.5 times the design load, providing sufficient load reserves.

Experimental study on optimization of continuous steel box girder bridge deck

ABSTRACT In order to accurately optimize the structural parameters of steel bridge deck(OSD), an optimal design method of continuous steel box girder bridge deck based on response surface method is proposed. Optimization design process includes full scale model test, finite element analysis, response surface function fitting and design parameter optimization. The orthotropic steel bridge deck’s deck thickness, stiffener thickness, diaphragm thickness, stiffener height, and diaphragm opening form are chosen as independent variables, and the internal forces of important structural components discovered are used as dependent variables. Design-Expert software created a five-factor, three-level response surface test. A multivariate quadratic response surface regression model between structural parameters and target response values was developed after the objective function and constraint criteria were identified. Numerical theory’s variance analysis was used to find the best combination, and Design Expert software was used to confirm it to make sure the design value was accurate. The findings indicate that optimized structural parameters are trustworthy because the difference between the predicted value and the theoretical value is less than 5%. An orthotropic steel bridge deck’s structural parameters can be optimized using the response surface approach. It serves as a reference for subsequent steel bridge deck design and construction.

Parametric Life Cycle Assessment of Nuclear Power for Simplified Models.

Electrifying the global economy is accepted as a main decarbonization lever to reach the Paris Agreement targets. The IEA's 2050 Net Zero transition pathways all involve some degree of nuclear power, highlighting its potential as a low-carbon electricity source. Greenhouse gas emissions of nuclear power reported in the life cycle assessment literature vary widely, from a few grams of CO2 equivalents to more than 100 g/kWh, globally. The reasons for such a variation are often misunderstood when reported and used by policymakers. To fill this gap, one can make LCA models explicit, exploring the role of the most significant parameters, and develop simplified models for the scientific community, policymakers, and the public. We developed a parametric cradle-to-grave life cycle model with 20 potentially significant variables: ore grade, extraction technique, enrichment technique, and power plant construction requirements, among others. Average GHG emissions of global nuclear power in 2020 are found to be 6.1 g CO2 equiv/kWh, whereas pessimistic and optimistic scenarios provide extreme values of 5.4-122 g CO2 equiv/kWh. We also provide simplified models, one per environmental impact indicator, which can be used to estimate environmental impacts of electricity generated by a pressurized water reactor without running the full-scale model.

Improving cable-stayed bridge longitudinal aseismic capability via fluid viscous damper parametric optimization and experimental investigation

The seismic vulnerability of Cable-stayed Bridges (CSBs) in high-earthquake intensity areas can be of significant concern to structural safety and resilience. A promising design practice for CSBs depends on decoupling the girder from the girder-pylon connection and involving energy dissipation devices such as fluid viscous damper (FVD) to mitigate the seismic responses. However, the parametric damper optimization algorithm and experimental validation on the FVD of a longitudinal aseismic system for CSB is still limited. In this study, three longitudinal aseismic systems (a semi-floating system with an elastic or damper connection, and a pylon girder consolidation system with a rigid connection) were investigated and compared based on the actual bridge Xigu Yellow River CSB erected in Lanzhou, China. The non-linear time history methodology was implemented to analyze the pylon and girder’s displacement and internal force responses, and the fluid viscous damper (FVD) aseismic system was the optimal choice considering the oval seismic performances. The optimal damping parameters were obtained by conducting parametrical analysis based on qualitative analysis and non-linear multi-function optimization in the pylon-girder and auxiliary pier-girder connections. A full-scale FVD model was designed and manufactured to conduct low velocity, constitutive law, and damping efficiency tests. The experimental results indicate that FVD achieved good energy dissipation capability and stability. FVD damping parameters were deduced according to the constitutive law test. The optimal analytical FVD damping parameter agreed well with the experimental results. Furthermore, the optimization was implemented in the final bridge design, referencing longitudinal aseismic systems for CSBs.

The constructive solution for coupling a large-span steel coating with a bearing system made of monolithic reinforced concrete of the “Atomic energy” pavilion of JSC “VDNH”

Introduction. The increasing use of a variety of modern architectural forms of public buildings of mass use entails the search for appropriate design solutions that should ensure safety, serviceability, as well as the durability of load-bearing structural systems and their elements.Aim. Using the example of the designed and already under construction exhibition pavilion “Atomic Energy” on the territory of JSC “VDNH”, one of the possible solutions for the coupling of large-span roof system with a structural system of monolithic reinforced concrete is shown.This coupling option includes the supporting parts of the steel cantilever trusses of the roof embedded in monolithic pylons and bracing members. The calculations and detailing carried out showed that the new coupling solution meets the requirements of the current standards for load-bearing capacity, rigidity and crack resistance.Materials and methods. By means of numerical modeling using various computational complexes, analysis of experimental data of full-scale models and their comparison with modeling data, the initial data for the construction of the main load-bearing structures were obtained.Results. As a result of the applied integrated approach, the initial data for the construction of the main loadbearing structures with atypical cross-sectional parameters were obtained and verified.Conclusions. During the design of the load-bearing frame, the system of coupling of large-span steel trusses of the cantilever type with monolithic reinforced concrete structures of the “Atomic Energy” pavilion on the territory of JSC “VDNH” was improved.

MFSE-based two-scale concurrent topology optimization with connectable multiple micro materials

The concurrent design of different lattice material microstructures and their corresponding macro-scale distributions has great potential in achieving both lightweight and desired multiphysical performances. In such design problems, the lattice microstructures are usually separately optimized on the basis of the homogenization method, and the possibly poor connectivity between them is a key factor that severely hinders the fabrication and application of optimized two-scale structures. To handle the microstructure connectivity issue, this paper proposes a novel microstructure connectable strategy to bridge the gap between the two-scale and the full-scale model using the material-field series expansion (MFSE) method. Assuming different lattice material types in several pre-defined macro-scale regions, describe all types of microstructural topology with different portions of one material field function and update them simultaneously during the optimization process. Benefits from the material field definition with spatial correlation, the microstructures are well-connected without requiring additional constraints in the topology optimization model. The energy-based homogenization method is utilized for bridging the two-scale with different microstructures, while a decoupled sensitivities analysis for the microscale is employed to enhance the computation efficiency. Additionally, the proposed method significantly reduces the dimension of design variables, resulting in lower optimizer spending. The effectiveness and efficiency of the proposed method are demonstrated by several benchmark two-scale problems. Compared to density-based connectable methods, the proposed framework is easy to implement and reduces computational time by an order of magnitude in the 2D case.

Topology optimization of laminated-sheet microchannel heat sinks based on a pseudo-three-dimensional method

Laminated-sheet microchannel heat sinks (LS-MHSs) have shown enormous potential in the thermal management of integrated chips due to their advantages of easy integration, high surface-to-volume ratio and high heat transfer efficiency. In this paper, a five-layer pseudo-3D (P3D) conjugated heat transfer model of the double-layer microchannel heat sink (DL-MHS) was established, and topology optimization (TO) was applied for optimal design of the DL-MHS. The effects of different inlet pressures and lamination methods on the optimal design were discussed, and then, the optimization results were compared with those obtained for a single-layer microchannel heat sink (SL-MHS) and conventional parallel microchannel heat sink (CP-MHS). A full-scale 3D conjugate heat transfer numerical model was also built to investigate the heat transfer and fluid flow performance of the topology optimized microchannel heat sink. The results showed that the topology optimized microchannel heat sink can enhance heat transfer and show a higher heat transfer and comprehensive performance compared to the conventional parallel microchannel heat sink. Under the same pumping power consumption, the topology optimization of the DL-MHS with parallel flow obtains the best heat transfer performance, which is 2.04 times that of the CP-MHSs and 1.09 times that of the SL-MHS. Under the same pumping power consumption, the topology optimization of the DL-MHS with counter flow achieves the best temperature uniformity and its maximum temperature difference is 5.0–16.9 K lower than that of the CP-MHSs and 1.6–3.4 K lower than that of the SL-MHS.

Effect of different configurations of multi-blockages on the fire characteristics in tunnel fires with longitudinal ventilation

A tunnel vehicle fire is usually accompanied by traffic jams and less attention has been paid to the effect of multi-blockage on the fire characteristics in longitudinal ventilated tunnel fires. Thus, this study has revealed this point based on a full-scale model tunnel(100 m in length, 12 m in width, and 6 m in height) by Fire Dynamic Simulator(FDS) considering the different configurations of blockages, namely transverse and longitudinal. Results show there exist significant differences between two typical configurations of blockages and the distances between blockages have great effects on the fire characteristics in the cases with transversely arranged blockages. Moreover, the empirical models for maximum temperature rise and longitudinal temperature decay are developed and predict the numerical results well.

Weight Reduction Methodologies for Wave Energy Devices

The OE Buoy is a wave energy converter based on the Backward Bent Duct Buoy oscillating water column model which generates electricity through the fluctuation in wave height. Wave energy conversion devices are often faced with a particularly high levelized cost of energy (LCOE) when compared to other renewable energy devices, and various investigations into bridging this gap have been carried out in recent history. Previous studies on the OE Buoy have suggested that a significant reduction in required construction material is possible as a result of reduced differential pressures acting across the hull walls in operational conditions. Various structural analysis campaigns have been conducted on sections of the hull to assess this theory.
 A Finite Element Analysis (FEA) was performed on a full-scale model of the OE Buoy under maximum design wave loadings in operational conditions at EMEC’s Billia Croo test facility in Orkney, Scotland using Robot Structural Analysis software. A maximum pressure of 145 kPa was calculated for an 18.7 m peak wave height at Billia Croo. The OE Buoy was modelled for both static and dynamic load conditions under various constraint layouts. A modal analysis was conducted on the model which estimates the natural frequency of the OE Buoy to be approximately 6.67 Hz.

Wrapped Composite Joints for Circular Hollow Section Structures

AbstractAn innovative bonding joining technology for truss/lattice circular hollow section (CHS) supporting structures is being developed as replacement for welded joints. Wrapped Composite Joint uses bonding instead of welding to transfer the joint forces and bending moments between the chord and brace CHS members through a dedicated fibre reinforced polymer composite wrap. It is aimed to replace all welds in different types of joints such as X, K, KK and splice joints in fatigue and/or corrosion dominated designs of truss/lattice structures such as offshore wind jackets and floaters, fish farms, truss bridges, etc. Composite material is known for good fatigue performance from aerospace industry and wind turbine blades. Number of joint experiments showed superior fatigue performance of the wrapped composite joints compared to welded CHS joints. This new concept allows for huge reduction of thickness of CHS members resulting in significant truss/lattice structure weight reduction and increase of fatigue lifetime. This paper presents state of development and outlook of the wrapped composite joint technology in terms of design, production and joint performance for ultimate limit state, fatigue and influence of the environment. Framework of prediction methods and design principles based on ongoing experimental and numerical research will be presented. The scope includes material, interface, and joint level experiments from small to full scale (100‐600 mm member diameter) and finite element modeling of complex steel‐composite bonded joints. Advantage of using state‐of‐the‐art monitoring techniques such as Digital Image Correlation, Fibre Optics Strain Measurement and 3D scanning is highlighted

Installed Fan Noise Simulation of a Supersonic Business Aircraft

Overcoming the problem of excessive engine noise at low altitudes is a formidable task on the way to developing a supersonic passenger aircraft. The focus of this paper is on the fan noise shielding during take-off, investigated as part of the DLR project ELTON SST (estimation of landing and take-off noise of supersonic transport) for an in-house aircraft design. The supersonic inlet is required to provide the proper quantity and uniformity of air to the engine over a wider range of flight conditions than the subsonic inlet. For passenger aircraft, the noise problem influences engine integration and placement, and the new generation of supersonic transport would require innovative engineering solutions in order to come up with an efficient low-noise design. Potential solutions are evaluated using DLR tools capable of accurate source generation and noise propagation to the far-field. For low-speed aircraft operation, the method of choice is a strongly coupled volume-resolving discontinuous Galerkin (DG) and fast multipole boundary element method (FM-BEM) which is applied due to a large disparity between the Mach numbers on the interior and exterior of the inlet. The method is used for obtaining the acoustic signature of the full-scale model at realistic flight points, including the application of the programmed lapse rate (PLR), which involves simulations at higher pitch angles than for the reference flight path. The results show that the proposed method is highly suitable for obtaining accurate noise footprints during the low-speed phase and could be used to assist with certification procedures of future supersonic aircraft.