The knowledge how an object withstand an underwater detonation is critical within the defense industry. This is mostly done today with physicals test which are both time consuming and connected with high costs. The aim of this thesis is to provide recommendations and guidelines on how to model and analyze a structural response of underwater detonations. This investigation are focused on firstly investigate several theoretical simulation methods and thereafter develop a model of the chosen method.  The simulation method was decided to be the Multi-Material Arbitrary Lagrangian Euler(MMALE) using the software LS-Dyna. To receive a model with functionality to simulate an explosion a method of six steps is developed to increase the complexity. The final step is to be able to analyze a structural response of an object.  The validation phase contained several convergence studies of the two Equations of states and a varying element size compared to analytical equations. The plan was to perform a validation test but because of travel restrictions due to the Covid-19 situation an alternative validation method was used. This method involved two external reports with specified measurement data.  The aim to develop a model is reached as the model performs well against the cylinder in the validation phase, however the element size is the most important parameter in an accurate model. The developed model shows good agreement regarding the structural response of an object when compared to well defined and reported experiments.

No description available.

Crash tests of strong-post w-beam guardrail have focused entirely on the performance of new guardrail. The risk posed by minor damage modes, e.g. small deflections and missing posts, has never been evaluated. Using finite element models validated by real world crash tests, this study assessed the safety risk of crashes into guardrail with minor damage. The minor damage modes under consideration for this study were rail and post deflection, missing posts, rail flattening, and post/rail separation. Each of these damage modes was evaluated according to the testing protocols laid out in National Cooperative Highway Research Program (NCHRP) Report 350, test level 3. A number of minor damage modes were found to pose significant risks to vehicle occupants and should be repaired as soon as possible. In order of priority of repair, these modes are missing posts, rail and post deflection over 6â , and rail flattening over 50%. Damage modes of less concern were rail and post deflections less than 6â , rail only deflection up to 6â , flattening less than 50%, and separation of the posts from rails. These recommendations were on the conservative side because preventing occupant injury was the highest priority of guardrail performance. Guardrails with rail and post deflection posed a risk of vehicle vaulting due to lowered rail height and failure of the posts to separate from the rails. This risk would be even greater for guardrails embedded in soft soils, which allow for greater deflection. Guardrails with missing posts frequently resulted in snagging of the vehicle tire on the downstream posts, as well as large increases in the tension carried by the rails during impact. Flattened rails posed a risk of vehicle rollover as they provided a ramp-like surface which caused the side of the vehicle to move upward, greatly increasing the change of override. Flattening also occurs frequently with other damage modes. Pre-existing separation of posts from the rails was found to have very little effect on the crash outcome. Separation of the posts from the rails was desirable as it prevented failure modes that were observed for the rail and post deflection simulations while maintaining the post contributions to lateral strength of the guardrail. / Master of Science

This thesis investigates the use of the numerical modeling tools LS-DYNA and USA in modeling general far-field underwater explosions (UNDEX) by modeling a three-dimensional box barge that is subjected to a far-field underwater explosion. Past UNDEX models using these tools have not been validated by experiment and most are limited to very specific problems because of the simplifying assumptions they make. USA is a boundary element code that requires only the structural model of the box barge. LS-DYNA is a dynamic finite element code and requires both the structural model and the surrounding fluid model, which is modeled with acoustic pressure elements. Analysis of the box barge problem results finds that the program USA is a valid tool for modeling the initial shock response of surface ships when cavitation effects are not considered. LS-DYNA models are found to be very dependent on the accuracy of the fluid mesh. The accuracy of the fluid mesh is determined by the ability of the mesh to adequately capture the peak pressure and discontinuity of the shock wave. The peak pressure captured by the model also determines the accuracy of the cavitation region captured in the fluid model. Assumptions made in the formulation of the fluid model causes potential inaccurate fluid-structure interaction and boundary condition problems cause further inaccuracies in the box barge model. These findings provide a base of knowledge for the current capabilities of UNDEX modeling in USA and LS-DYNA from which they can be improved in future work. / Master of Science

As barreiras de concreto são dispositivos utilizados como componentes de segurança em rodovias, que visam absorver o choque lateral de veículos desgovernados, propiciando sua recondução à faixa de tráfego e minimizando os danos aos ocupantes do veículo. Neste trabalho é analisado o desempenho de barreiras de concreto com o uso de modelos experimentais e numéricos baseados nas recomendações das normas brasileiras e internacionais. O estudo consiste em analisar a eficiência estática e dinâmica dessas barreiras. A análise estática engloba o estudo de distribuição de tensões na barreira considerando diferentes tipos de conectores, modo de ruptura, bem como a resistência desses conectores através de ensaios experimentais. Os ensaios são realizados de acordo com os critérios estabelecidos pela norma americana AASHTO LRFD 2012. A análise numérica, realizada com o uso de software de elementos finitos LS-DYNA©, contempla a atuação da geometria e da rigidez da barreira no processo de absorção de energia de impacto entre a barreira e o veículo, a eficiência do seu redirecionamento e adequação para os níveis de contenção estabelecidos em normas internacionais. Os resultados evidenciaram que a geometria da barreira é um fator importante para o desempenho da mesma, e, também que o uso de conectores em barreiras temporárias são primordiais para o bom funcionamento do sistema de contenção. / Concrete barriers are devices used as safety components in roads, which aim at absorbing side impact of unguided vehicles, redirecting them to the traffic lane and minimizing damage to the vehicle occupants. The present work analyzes the performance of concrete barriers through experimental and numerical models based on the recommendations of the Brazilian and international standards. The study consists in analyzing the static and dynamic efficiency of these barriers. The static analysis includes determining the stress distribution and yield lines in the barrier for different types of connectors, as well as studying the resistance of these connectors by performing experimental tests; these tests were conducted according to the criteria established by the American Standard AASHTO LRFD 2012. The numerical analysis, conducted with the commercial finite element software LS-DYNA©, evaluates the effect of geometry and stiffness of the barrier on the energy absorption performance., efficiency in redirecting the vehicles and suitability for providing restraint levels established in international standards. The results showed that the geometry of the barrier is an important factor for the barrier performance. In addition, the use of connectors in temporary barriers is essential for the smooth operation of the containment system.

As barreiras de concreto são dispositivos utilizados como componentes de segurança em rodovias, que visam absorver o choque lateral de veículos desgovernados, propiciando sua recondução à faixa de tráfego e minimizando os danos aos ocupantes do veículo. Neste trabalho é analisado o desempenho de barreiras de concreto com o uso de modelos experimentais e numéricos baseados nas recomendações das normas brasileiras e internacionais. O estudo consiste em analisar a eficiência estática e dinâmica dessas barreiras. A análise estática engloba o estudo de distribuição de tensões na barreira considerando diferentes tipos de conectores, modo de ruptura, bem como a resistência desses conectores através de ensaios experimentais. Os ensaios são realizados de acordo com os critérios estabelecidos pela norma americana AASHTO LRFD 2012. A análise numérica, realizada com o uso de software de elementos finitos LS-DYNA©, contempla a atuação da geometria e da rigidez da barreira no processo de absorção de energia de impacto entre a barreira e o veículo, a eficiência do seu redirecionamento e adequação para os níveis de contenção estabelecidos em normas internacionais. Os resultados evidenciaram que a geometria da barreira é um fator importante para o desempenho da mesma, e, também que o uso de conectores em barreiras temporárias são primordiais para o bom funcionamento do sistema de contenção. / Concrete barriers are devices used as safety components in roads, which aim at absorbing side impact of unguided vehicles, redirecting them to the traffic lane and minimizing damage to the vehicle occupants. The present work analyzes the performance of concrete barriers through experimental and numerical models based on the recommendations of the Brazilian and international standards. The study consists in analyzing the static and dynamic efficiency of these barriers. The static analysis includes determining the stress distribution and yield lines in the barrier for different types of connectors, as well as studying the resistance of these connectors by performing experimental tests; these tests were conducted according to the criteria established by the American Standard AASHTO LRFD 2012. The numerical analysis, conducted with the commercial finite element software LS-DYNA©, evaluates the effect of geometry and stiffness of the barrier on the energy absorption performance., efficiency in redirecting the vehicles and suitability for providing restraint levels established in international standards. The results showed that the geometry of the barrier is an important factor for the barrier performance. In addition, the use of connectors in temporary barriers is essential for the smooth operation of the containment system.

The focus of this thesis was to increase the knowledge in the area of "dynamic friction" during oblique helmet impacts, both experimentally and numerically. Physical experiments have been performed with multiple helmets, different angles of the anvil and different surface materials, with results of impact forces from the anvil and accelerations of the head. By the use of the Coulomb friction model the friction, over time, during the impact of the head and helmet has been calculated. Finite element method has then been used in LS-DYNA to try and replicate the physical results with the goal of creating an accurate friction model. There has been previous work done where the commonly used abrasive paper has been compared to asphalt as ground material in the drop tests. A similar study has been performed in this project which has been compared to the previous work. The results when comparing asphalt to abrasive paper and stainless steel shows that abrasive paper has a higher friction and rotational acceleration of the head compared to asphalt. Stainless steel however displays similar characteristics as asphalt in both friction and accelerations. The load cell used during the experimental testing has been examined carefully since the value of the friction coefficient has differed depending on the angle and the impact location on the anvil. There are still uncertainties surrounding the reliability of the results from the load cell. LS-DYNA has two different ways of modelling friction, one where LS-DYNA uses a modified equation of the Coulomb friction model and another one where the user can insert a table of values on coefficient of friction and relative velocity. Both methods have been used, however the latter method has proven to be more suitable for the kind of tests used in this project. / Fokuset för denna rapport var att öka förståelsen inom området ”dynamisk friktion” under sneda hjälmislag, både experimentellt och numeriskt. Fysiska experiment har genomförts med flertalet hjälmar och olika vinklar samt underlag på städet, med resultat på både krafter från städet samt accelerationer från huvudet. Genom användandet av Coulombs friktionsmodell har friktionen, över tid, under islag med en hjälm beräknats. Finita elementmetoden har använts i LS-DYNA för att försöka efterlikna resultaten från de fysiska experimenten med målet att kunna skapa en friktionsmodell. Det har gjorts liknande arbete tidigare där sandpapper har jämförts mot asfalt som underlagsmaterial i falltesterna. En liknande studie har genomförts i detta projekt vilket har jämförts med den tidigare gjorda studien. Resultaten när asfalt jämförs mot sandpapper och rostfritt stål visar att sandpapper har en högre friktion samt rotations acceleration av huvudet jämfört med asfalt. Rostfritt stål uppvisar dock liknande egenskaper som asfalt när det kommer till både friktion och acceleration. Lastcellen som har använts har undersökts noggrant, då värdet på friktionskoefficienten har förändrats beroende på vinkeln och träffpunkten på städet. Osäkerheter kring trovärdigheten på resultatet från lastcellen kvarstår. LS-DYNA har två olika sätt att modellera friktionen på, antingen så används en modifierad ekvation av Coulombs friktionsmodell eller så skapar användaren en tabell med värden på friktionskoefficienten och den relativa hastigheten. Båda metoderna har använts men det har visat sig att den senare metoden är bättre anpassad för de test som har utförts i detta projekt.

In the automobile industry, there is a big push for the automotive car manufacturers to base engineering decisions on the results of Computer Aided Engineering (CAE) solutions, and to transform the prototyping and testing, from a costly iterative process to a final verification and validation step. The variability in components material properties and environmental conditions together with the lack of knowledge about the underlying physics of complex systems often make it impractical to make reliable predictions based on only deterministic CAE models. One such area is the CAE modelling of cast aluminium components. These cast aluminium components have gained a huge relevance in the automobile industries due to their commendable mechanical properties. The advantage of the cast aluminium alloys are being a well-established alloy system in manufacturing processes, their functional integrity and relatively low weight. However, the presence of pores and micro-voids obtained during the manufacturing process constitutes a specific material behaviour and establishes a challenge in modelling of the cast materials. Furthermore, the low ductility of the materialdemands for the advanced numerical model to predict the failure. The main focus of this master thesis work is to investigate modelling technique of a cast aluminium alloy component, a spring tower, for a drop tower test and validate the predicted behaviour with the physical test results. Volvo Car Corporation currently uses a material model provided by MATFEM for cast aluminium parts which are explored in this thesis work, to validate the material model for component level testing. The methodology used to achieve this objective was to develop a boundary condition to perform component level tests in the drop tower and to correlate these with the obtained results found by using various modelling techniques in the explicit solver LS-DYNA. Therefore, precise and realistic modelling of the drop tower is crucial because the simulation results can be influenced by major design changes. A detailed finite element model for the spring tower has been developed from the observations made during the physical testing. The refined model showed good agreement with the existing model for the spring tower and observations from physical tests.

The car industry produces many of their car parts by using sheet metal forming, where one of the most time-consuming phases is the development and manufacturing of new forming tools. As of today, when a new tool is to be evaluated in terms of usability, a forming simulation is conducted to predict possible failures before manufacturing. The assumption is then that the tools are rigid, and the only deformable part is the sheet metal itself. This is however not the case, since the tools also deform during the forming process. A previous research, which is the basis of this thesis, included a model with only elastic tools and showed results of high accuracy in comparison to using a rigid setup. However, this simulation is not optimal to implement for a daily based usage, since it requires high computational power and has a long simulation time.  The aim and scope for this thesis is to evaluate how a sheet metal forming simulation with elastic tool consideration can be reduced in terms of computational cost, by using the software LS-DYNA. A small deviation of the forming result is acceptable and the aim is to run the simulation with a 50-75 % reduction of time on fewer cores than the approximate 14 hours and 800 CPUs that the simulation requires today. The first step was to alter the geometry of the tools and evaluate the impact on the deformations of the blank. The elastic solid parts that only has small deformations are deleted and replaced by rigid surfaces, making the model partly elastic. Later, different decomposition methods are studied to determine what kind that makes the simulation run faster. At last, a scaling analysis is conducted to determine the range of computational power that is to be used to run the simulations as efficient as possible, and what part of the simulation that is affecting the simulation time the most. The correlation of major strain deviation between a fully elastic model and a partly elastic model showed results of high accuracy, as well as comparison with production measurements of a formed blank. The computational time is reduced by over 90 % when using approximately 65 % of the initial computational power. If the simulations are run with even less number of cores, 10 % of the initial number of CPUs, the simulation time is reduced by over 70 %. The conclusion of this work is that it is possible to run a partly elastic sheet metal forming simulation much more efficient than using a fully elastic model, without reliability problems of the forming results. This by reducing the number of elements, evaluate the decomposition method and by conducting a scaling analysis to evaluate the efficiency of computational power. / Bilindustrin producerar många av sina bildelar genom att tillämpa plåtformning, där en av de mest tidskrävande faserna är utveckling och tillverkning av nya formningsverktyg. Idag, när ett nytt verktyg ska utvärderas med avseende på användbarhet, genomförs en formningssimulering för att förutsäga eventuella fel innan tillverkning. Antagandet är då att verktygen är stela och den enda deformerbara delen är själva plåten. Det är dock inte så, eftersom verktygen också deformeras under formningsprocessen. Tidigare forskning, som ligger till grund för detta examensarbete, inkluderade en modell med endast elastiska verktyg och visade resultat med hög noggrannhet i jämförelse med att använda stela verktyg. Simuleringen med elastiska verktyg är emellertid inte optimal att implementera för daglig användning, eftersom den kräver hög beräkningskraft och har en lång simuleringstid. Syftet och omfattningen av detta examensarbete är att utvärdera hur en plåtformningssimulering med elastiska verktyg kan minskas med avseende på beräkningskostnaden, genom att använda programvaran LS-DYNA. En liten avvikelse från formningsresultatet är acceptabelt, och målet är att köra simuleringen med en 50-75 % minskning av tiden på färre kärnor än ungefär 14 timmar och 800 processorer som simuleringen kräver idag. Det första steget är att ändra verktygets geometri och utvärdera inverkan på deformationerna av plåten. De elastiska solida verktygsdelarna som endast har små deformationer raderas och ersätts av stela ytor, vilket gör modellen delvis elastisk. Senare studeras olika dekompositionsmetoder för att avgöra vilka som gör simuleringen snabbare. Till sist utförs en skalningsanalys för att bestämma antalet processorer som ska användas för att köra simuleringen så effektivt som möjligt. Korrelationen av huvudtöjningarna mellan en helt elastisk modell och en delvis elastisk modell visade resultat av hög noggrannhet, såväl som jämförelse med produktionsmätningar av en format plåt. Beräkningstiden minskar med över 90 % när man använder ungefär 65 % av den ursprungliga beräkningskraften. Om simuleringarna körs med färre antal kärnor, cirka 10 % av ursprungligt antal CPUer, minskar simuleringstiden med 70 %.  Slutsatsen av detta arbete är att det är möjligt att köra en delvis elastisk plåtformningssimulering mycket effektivare än att använda en helt elastisk modell, utan att de resulterar i pålitlighetsproblem. Detta genom att minska antalet element, utvärdera dekompositionsmetoden och genom att genomföra en skalningsanalys för att utvärdera effektiviteten av beräkningskraften. / Reduced Lead Time through Advanced Die Structure Analysis - Swedish innovation agency Vinnova

Traffic coordination is an essential challenge in vehicle automation. The challenge is not only about maximizing the revenue/productivity of a fleet of vehicles, but also about avoiding non feasible states such as collisions and low energy levels, which could make the fleet inoperable. The challenge is hard due to the complex nature of the real time traffic and the large state space involved. Reinforcement learning and simulation-based search techniques have been successful in handling complex problem with large state spaces [1] and can be used as potential candidates for traffic coordination. In this degree project, a variant of these techniques known as Dyna-2 [2] is investigated for traffic coordination. A long term memory of past experiences is approximated by a neural network and is used to guide a Temporal Difference (TD) search. Various features are proposed, evaluated and finally a feature representation is chosen to build the neural network model. The Dyna-2 Traffic Coordinator (TC) is investigated for its ability to provide supervision for handling vehicle bunching and charging. Two variants of traffic coordinators, one based on simple rules and another based on TD search are the existing baselines for the performance evaluation. The results indicate that by incorporating learning via a long-term memory, the Dyna-2 TC is robust to vehicle bunching and ensures a good balance in charge levels over time. The performance of the Dyna-2 TC depends on the choice of features used to build the function approximator, a bad feature choice does not provide good generalization and hence results in bad performance. On the other hand, the previous approaches based on rule-based planning and TD search made poor decisions resulting in collisions and low energy states. The search based approach is comparatively better than the rule-based approach, however it is not able to find an optimal solution due to the depth limitations. With the guidance from a long term memory, the search was able to generate a higher return and ensure a good balance in charge levels. / Trafikkoordinering är en grundläggande utmaning för att autonomisera fordon. Utmaningen ligger inte bara i att maximera inkomsten/produktiviteten hos en fordonsflotta utan även i att undvika olämpliga tillstånd, så som krockar och brist på energi vilka skulle kunna göra flottan obrukbar. Utmaningen är svår på grund av den komplexa naturen hos trafik i realtid och det stora tillståndsrummet som innefattas. Förstärkningsinlärning och simulationsbaserade söktekniker har varit framgångsrika metoder för att hantera komplexa problem med stora tillståndsrum [1] och kan ses som en potentiell kandidat för trafikkoordinering. Detta examensarbete undersöker en variant av dessa tekniker, känd som Dyna-2 [2], applicerat på trafikkoordinering. Ett långsiktigt minne av tidigare erfarenheter approximeras med ett neuron nät och används för att vägleda en Temporal Difference (TD) sökning. Olika attribut föreslås, utvärderas och sätts sedan samman till en representation att bygga nätverket kring. Dyna-2 Trafikkoordinator (TC) undersöks för dess färdighet att ge beslutsstöd för hantering av grupperade fordon och laddning. Två varianter av trafikkoordinerare, en baserad på enkla regler och en baserad på TD-sökningen, används som grund för utvärderingen av prestanda. Resultaten indikerar att genom inkludering av inlärning via ett långsiktigt minne så är Dyna-2 TC en robust metod för att hantera grupperade fordon och ger en god balans av laddningsnivå över tid. Prestandan hos Dyna-2 TC beror på valet av de attribut som används för att bygga approximeringsfunktionen, sämre val av attribut generaliserar inte bra vilket då resulterar i dålig prestanda. Å andra sidan, de tidigare tillvägagånssätten baserade på planering genom regler och TD-sökning tog dåliga beslut vilket resulterade i kollisioner och tillstånd med låga laddningsnivåer. Jämfört med att basera på regler så är den sökbaserade metoden bättre, den lyckades dock inte hitta en optimal lösning på grund av begränsningar hos sökdjupet. Med vägvisning från ett långsiktigt minne så sökningen kunde sökningen generera högre avkastning och säkerställa en god balans hos laddningsnivåerna.