J.K. Moore
Please Note
17 records found
1
Experimental Investigation of Resonant Dynamics in the Atalanta
Response Modification through Local Stiffness Variations in a Compliant Flapping-Wing Micro Air Vehicle Prototype
To bridge this gap, this study aimed to identify measurable changes in the brain response to periodic electrical stimulation when stimulation frequency is increased, as well as to identify a potential threshold frequency at which the steady state appears.
With this purpose, transcutaneous electrical stimulation was used to stimulate the median nerve of 9 healthy subjects using pulse trains with frequencies of 3, 7, 13, 19 and 36 Hz. Time and frequency domain analyses were used to compare responses across all stimulation frequencies.
Results of the analysis in the time domain showed a significant decrease in the amplitude of SEP component P40 for the highest frequencies (19 and 36 Hz) compared to the lowest frequency (3 Hz), as well as a maximal activation centered at the somatosensory cortex, contralateral to the stimulated side. Results of analysis in the frequency domain showed salient peaks in the frequency spectra at the frequencies of 19 and 36 Hz, which were not present for the lower frequencies. Additionally, the power distribution across the scalp at these frequencies showed higher values at the side contralateral to the stimulation.
According to previous definitions of a steady-state in evoked potentials, our results indicate that a steady-state SEP can be elicited by transcutaneous electrical stimulation at frequencies of 19 Hz and above. These observations could be interpreted as a transition in the nature of the response due to the activation of neural pathways different to those activated for lower frequencies. However, further research is needed to confirm this hypothesis. ...
To bridge this gap, this study aimed to identify measurable changes in the brain response to periodic electrical stimulation when stimulation frequency is increased, as well as to identify a potential threshold frequency at which the steady state appears.
With this purpose, transcutaneous electrical stimulation was used to stimulate the median nerve of 9 healthy subjects using pulse trains with frequencies of 3, 7, 13, 19 and 36 Hz. Time and frequency domain analyses were used to compare responses across all stimulation frequencies.
Results of the analysis in the time domain showed a significant decrease in the amplitude of SEP component P40 for the highest frequencies (19 and 36 Hz) compared to the lowest frequency (3 Hz), as well as a maximal activation centered at the somatosensory cortex, contralateral to the stimulated side. Results of analysis in the frequency domain showed salient peaks in the frequency spectra at the frequencies of 19 and 36 Hz, which were not present for the lower frequencies. Additionally, the power distribution across the scalp at these frequencies showed higher values at the side contralateral to the stimulation.
According to previous definitions of a steady-state in evoked potentials, our results indicate that a steady-state SEP can be elicited by transcutaneous electrical stimulation at frequencies of 19 Hz and above. These observations could be interpreted as a transition in the nature of the response due to the activation of neural pathways different to those activated for lower frequencies. However, further research is needed to confirm this hypothesis.
Relative Muscle Contributions to Mechanical Work in Ergometer Rowing
Experiment, Modeling, and Analysis
Until recently, rowing research was largely conducted through experiments. However, muscle analysis from experimental data alone is limited to EMG data collected during the experiment. With the rise of musculoskeletal models, not only muscle activations, but also other muscle variables can be simulated from kinematics and external forces, enabling muscle analysis in more detail.
This report describes the complete process of gathering comprehensive data in an experiment, processing and preparing this data for use in musculoskeletal simulation, and then using this data to validate the model and generate results. Forces, motion, EMG and breathing gas data are collected with three main goals in mind; to extensively validate the musculoskeletal model, to evaluate muscle contributions to total work across different stroke rates and power outputs, and to assess the effects of stroke rate and power output on muscle contributions and metabolic efficiency.
The experimental results, as well as modeling and simulation outputs, in this report, are in accordance with values reported in literature. Additionally, errors in marker tracking and residual and reserve forces and torques have been found to be within acceptable limits, though it should be noted that errors in the upper body are higher than in the legs. Nevertheless, the model is deemed to be valid for the application of ergometer rowing.
Throughout stroke rates and power outputs, no statistically significant effect of stroke rate or power output on muscle contributions have been found. Additionally, the effects of stroke rate and power output on metabolic efficiency are deemed insignificant. Across all stroke rates and outputs, the quadriceps, and more specifically the Vastus Medialis, have been identified as the largest contributors to total work at the muscle level. At the joint level however, the hips are the main contributors, despite the Vasti only acting at the knee. This illustrates that work is exchanged between joints by tendinous action from biarticular muscles such as the hamstrings, an effect also known as Lombard's paradox.
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Until recently, rowing research was largely conducted through experiments. However, muscle analysis from experimental data alone is limited to EMG data collected during the experiment. With the rise of musculoskeletal models, not only muscle activations, but also other muscle variables can be simulated from kinematics and external forces, enabling muscle analysis in more detail.
This report describes the complete process of gathering comprehensive data in an experiment, processing and preparing this data for use in musculoskeletal simulation, and then using this data to validate the model and generate results. Forces, motion, EMG and breathing gas data are collected with three main goals in mind; to extensively validate the musculoskeletal model, to evaluate muscle contributions to total work across different stroke rates and power outputs, and to assess the effects of stroke rate and power output on muscle contributions and metabolic efficiency.
The experimental results, as well as modeling and simulation outputs, in this report, are in accordance with values reported in literature. Additionally, errors in marker tracking and residual and reserve forces and torques have been found to be within acceptable limits, though it should be noted that errors in the upper body are higher than in the legs. Nevertheless, the model is deemed to be valid for the application of ergometer rowing.
Throughout stroke rates and power outputs, no statistically significant effect of stroke rate or power output on muscle contributions have been found. Additionally, the effects of stroke rate and power output on metabolic efficiency are deemed insignificant. Across all stroke rates and outputs, the quadriceps, and more specifically the Vastus Medialis, have been identified as the largest contributors to total work at the muscle level. At the joint level however, the hips are the main contributors, despite the Vasti only acting at the knee. This illustrates that work is exchanged between joints by tendinous action from biarticular muscles such as the hamstrings, an effect also known as Lombard's paradox.
Passing the Load
An In-Situ and In-Silico Approach for Biomechanical Analysis of Industrial Scaffold Workers
Additionaly, in-situ markerless kinematic (OpenCap) and kinetic (acceleration and forces) captures, as well as \textit{in-silico} biomechanical analysis (OpenSim) were combined to uncover the highest-impact areas of the passing-on task on three experienced scaffold workers.
Inverse Dynamics analysis revealed that when external forces (stander weight) were included, mean lumbar lateral bending and rotation moments increased by over 10%. Shoulder flexion moments exceeded 60 degrees regularly, with the dominant arm experiencing over 15% higher mean moments over the non-dominant arm. Smaller materials (ledger, console) resulted in average mean joint moments that are 25% higher compared to the stander: 39.8 and 40.3 Nm compared to 31.3 Nm. The mean shoulder flexion moment in the dominant arm was 55% (ledger) and 20% (console) higher compared to the non-dominant arm.
These findings highlight excessive lumbar lateral bending and rotation, and asymmetric arm usage as key risk factors for WMSDs.
This study demonstrates the feasibility of a combined in-situ andin-silico approach of uncovering high-impact areas within occupational workers, informing targeted interventions.
Future works should address OpenCap's limitations, explore the biomechanical effects of compensatory movements, and the develop interventions to mitigate the identified risks. ...
Additionaly, in-situ markerless kinematic (OpenCap) and kinetic (acceleration and forces) captures, as well as \textit{in-silico} biomechanical analysis (OpenSim) were combined to uncover the highest-impact areas of the passing-on task on three experienced scaffold workers.
Inverse Dynamics analysis revealed that when external forces (stander weight) were included, mean lumbar lateral bending and rotation moments increased by over 10%. Shoulder flexion moments exceeded 60 degrees regularly, with the dominant arm experiencing over 15% higher mean moments over the non-dominant arm. Smaller materials (ledger, console) resulted in average mean joint moments that are 25% higher compared to the stander: 39.8 and 40.3 Nm compared to 31.3 Nm. The mean shoulder flexion moment in the dominant arm was 55% (ledger) and 20% (console) higher compared to the non-dominant arm.
These findings highlight excessive lumbar lateral bending and rotation, and asymmetric arm usage as key risk factors for WMSDs.
This study demonstrates the feasibility of a combined in-situ andin-silico approach of uncovering high-impact areas within occupational workers, informing targeted interventions.
Future works should address OpenCap's limitations, explore the biomechanical effects of compensatory movements, and the develop interventions to mitigate the identified risks.
Macaulay, making it able do be used for more complicated structures.
SymPy is a Python library that has a Beam module that specialises in calculations of beams. In this
module the method of Macaulay is used for some of these calculations. The goal of this project is to use the advancements made by previous Bachelor End Projects to extend the implementation of acaulay’s method in SymPy.
This leads to the following research question: How can the current implementation of Macaulay’s method be extended in Python to be able to calculate and analyze more complicated beams and structures, based on the advancement made by previous Bachelor End Projects at the TU Delft?
The advancements made by previous Bachelor End Projects can be divided up into different subjects.
These subjects can be implemented one by one. During the course of the project there has been focus on implementing two of these subjects. The first subject is rotation and sliding hinges. The second subject is calculations of influence line diagrams. Both these subjects are completely implemented into the SymPy code.
In the implementation of rotation and sliding hinges, the mechanics calculation done by the SymPy code are changed. These hinges are now directly added to the load equation of the beam using singularity functions. The main advantage of this is that calculations on beams with hinges can be done on the beam as a whole, instead of having to cut the beam up into different parts. The fact that the beam can be calculated as a whole also makes this method able to be scaled to calculate beams with multiple hinges.
There was already an existing implementation to calculate influence line diagrams, but this implementation could be improved. In the new implementation the moving load is added to the load equation using a singularity function. The ability to apply the boundary conditions that come with hinges is also added in the new implementation. This makes the new
implementation able to calculate correct influence lines for beams with and without hinges.
There are more advancements made by previous Bachelor End Projects than implemented during this project. The advancements on some other subjects, for example normal forces or spring connections, can still be implemented into the current Beam module. For other advancements, those regarding 2D structures, it will be better if they are implemented in a new module. This new module could specialize in 2D structures, while the current module stays focused on calculations on single beams...
...
Macaulay, making it able do be used for more complicated structures.
SymPy is a Python library that has a Beam module that specialises in calculations of beams. In this
module the method of Macaulay is used for some of these calculations. The goal of this project is to use the advancements made by previous Bachelor End Projects to extend the implementation of acaulay’s method in SymPy.
This leads to the following research question: How can the current implementation of Macaulay’s method be extended in Python to be able to calculate and analyze more complicated beams and structures, based on the advancement made by previous Bachelor End Projects at the TU Delft?
The advancements made by previous Bachelor End Projects can be divided up into different subjects.
These subjects can be implemented one by one. During the course of the project there has been focus on implementing two of these subjects. The first subject is rotation and sliding hinges. The second subject is calculations of influence line diagrams. Both these subjects are completely implemented into the SymPy code.
In the implementation of rotation and sliding hinges, the mechanics calculation done by the SymPy code are changed. These hinges are now directly added to the load equation of the beam using singularity functions. The main advantage of this is that calculations on beams with hinges can be done on the beam as a whole, instead of having to cut the beam up into different parts. The fact that the beam can be calculated as a whole also makes this method able to be scaled to calculate beams with multiple hinges.
There was already an existing implementation to calculate influence line diagrams, but this implementation could be improved. In the new implementation the moving load is added to the load equation using a singularity function. The ability to apply the boundary conditions that come with hinges is also added in the new implementation. This makes the new
implementation able to calculate correct influence lines for beams with and without hinges.
There are more advancements made by previous Bachelor End Projects than implemented during this project. The advancements on some other subjects, for example normal forces or spring connections, can still be implemented into the current Beam module. For other advancements, those regarding 2D structures, it will be better if they are implemented in a new module. This new module could specialize in 2D structures, while the current module stays focused on calculations on single beams...
Lateral position differences showed a stronger correlation with speed difference than longitudinal position differences. The highest roll rates and angles occurred during the overtaking phase. Pre-overtaking, higher roll rates and angles were observed when e-bikes overtook other e-bikes, indicating greater control adjustments. No significant gender differences were found in overtaking behavior. However, in non-interactive scenarios, male e-scooter riders traveled at higher speeds than females, while no gender differences were observed among e-bike riders. These results provide insights into the complex interactions between different types of micromobility vehicles during overtaking maneuvers. The findings underscore the need for targeted safety interventions and infrastructure improvements to mitigate risks associated with shared cycling spaces, ensuring safer coexistence of micromobility users and conventional cyclists in urban environments. ...
Lateral position differences showed a stronger correlation with speed difference than longitudinal position differences. The highest roll rates and angles occurred during the overtaking phase. Pre-overtaking, higher roll rates and angles were observed when e-bikes overtook other e-bikes, indicating greater control adjustments. No significant gender differences were found in overtaking behavior. However, in non-interactive scenarios, male e-scooter riders traveled at higher speeds than females, while no gender differences were observed among e-bike riders. These results provide insights into the complex interactions between different types of micromobility vehicles during overtaking maneuvers. The findings underscore the need for targeted safety interventions and infrastructure improvements to mitigate risks associated with shared cycling spaces, ensuring safer coexistence of micromobility users and conventional cyclists in urban environments.
for minimizing rolling losses on different road surfaces at varying speeds. ...
for minimizing rolling losses on different road surfaces at varying speeds.
Evaluation of the handling of a variable dynamics tilting tricycle
A novel handling assessment method
The analysis of the data showed the optimal handling performance of the Dressel tilting tricycle for tie rod angles halfway between free-tilting and self-stable when stationary. For commuter vehicles in city traffic, the tie rods can be fixed at 50%. Increased low-speed balance is proven for increased tie rod angles, without finding reduced performance on the moderate-speed slalom. It is not recommended to increase the tie rod angle to 75%. Uncontrollable performance has been observed in this configuration.A tie rod angle of 100% can provide complete rigidity while standing still. The tilt limit has been hit with increased tie rod angles and this limit is increased with a Matlab optimization. For the optimal configuration with tie rods connected halfway in, the bell crank should be designed 380 mm wide and connected 235 mm high from the ground.
The tilt mechanism with the optimal design parameters can make the vehicle safer because of the improved balance, without reducing the handling performance. A fixed design can make the vehicle cheaper and easier to build compared to the adaptable tilting tricycle. ...
The analysis of the data showed the optimal handling performance of the Dressel tilting tricycle for tie rod angles halfway between free-tilting and self-stable when stationary. For commuter vehicles in city traffic, the tie rods can be fixed at 50%. Increased low-speed balance is proven for increased tie rod angles, without finding reduced performance on the moderate-speed slalom. It is not recommended to increase the tie rod angle to 75%. Uncontrollable performance has been observed in this configuration.A tie rod angle of 100% can provide complete rigidity while standing still. The tilt limit has been hit with increased tie rod angles and this limit is increased with a Matlab optimization. For the optimal configuration with tie rods connected halfway in, the bell crank should be designed 380 mm wide and connected 235 mm high from the ground.
The tilt mechanism with the optimal design parameters can make the vehicle safer because of the improved balance, without reducing the handling performance. A fixed design can make the vehicle cheaper and easier to build compared to the adaptable tilting tricycle.
Assessment is performed by simulating stress distribution within the problematic joint structure and assessing high-cycle fatigue damage accumulation around its welds. Loading conditions affecting crane upper arm are established through multi-body dynamic simulations, which are meant to replicate operation of a lemniscate crane. Multi-body dynamic model is verified for its accuracy using available crane operation measurement data. Loads are acquired within the time domain and include temporal effects of luffing, slewing and hoisting operations as well as pontoon motion.
Fatigue analysis is performed to evaluate damage accumulation within the tubular joint structure of the crane upper arm. A detailed shell finite element model is established to acquire time-dependent stress responses. During stress evaluation stage - a particularly large stress concentration has been observed at the joint brace saddle position. To assess which method best simulate damage accumulation in the joint structure - three specific fatigue assessment approaches are tested: nominal stress approach, hot-spot stress approach and multi-axial fatigue approach. Nominal and hot-spot stress approaches are evaluated and compared to determine how inclusion of stress concentration effects into fatigue assessment influence damage accumulation results. Result comparison has shown a large disparity in results with hot-spot stress approach, indicating that the method capable of determining locations of dangerous stress accumulation, in relation to what has been observed in the real structure.
Evaluation is performed to determine whether multi-axial fatigue assessment is needed to improve calculation results of fatigue damage accumulation.
Based on stress direction properties within the analysed structure - most favorable multi-axial fatigue assessment approach (capable of analysing proportional stress responses) is used. Multi-axial fatigue assessment method results are then compared with results of conventional hot-spot stress approach to evaluate the differences in damage accumulation rate. Analysis results have shown that both methods are capable of determining locations of critical points with present disparity within magnitude of damage accumulation. This indicates that hot-spot stress fatigue approach, which uses Von Mises stress, is more conservative out of two methods. Fatigue analysis has also presented that original joint structure is inherently flawed, as its stress concentration locations are not easily accessible without crane disassembly and its structural capacity has been underestimated during design stage.
Finally methods for extending operational life of crane upper arm structure are evaluated. Three methods for reducing stress within the structure are assessed: increase of structural capacity, stress redistribution and load reduction. Increase of structural capacity is performed by adjusting thickness of relevant joint elements, with optimal thickness being established using a sensitivity analysis algorithm, which simultaneously acquires combined thickness setup for multiple joint elements - making the joint capable of surviving predetermined fatigue life. Stress redistribution approach is implemented by producing an alternative upper arm joint design, which could be exchanged with the problematic original joint during crane refurbishment. Load reduction approach is performed to investigate whether it would be possible to increase fatigue life of the original joint structure without affecting work efficiency, by only adjusting crane motion profile within multi-body dynamic simulation environment. All three methods are quantified and compared through fatigue damage factor results acquired using multi-axial fatigue assessment method. Result comparison has shown that joint redesign is the most preferred approach due to its ability to efficiently improve fatigue life of the structure without significant structural weight increase, while exposing any potential points for crack initiation to locations easily accessible for inspection and repair. ...
Assessment is performed by simulating stress distribution within the problematic joint structure and assessing high-cycle fatigue damage accumulation around its welds. Loading conditions affecting crane upper arm are established through multi-body dynamic simulations, which are meant to replicate operation of a lemniscate crane. Multi-body dynamic model is verified for its accuracy using available crane operation measurement data. Loads are acquired within the time domain and include temporal effects of luffing, slewing and hoisting operations as well as pontoon motion.
Fatigue analysis is performed to evaluate damage accumulation within the tubular joint structure of the crane upper arm. A detailed shell finite element model is established to acquire time-dependent stress responses. During stress evaluation stage - a particularly large stress concentration has been observed at the joint brace saddle position. To assess which method best simulate damage accumulation in the joint structure - three specific fatigue assessment approaches are tested: nominal stress approach, hot-spot stress approach and multi-axial fatigue approach. Nominal and hot-spot stress approaches are evaluated and compared to determine how inclusion of stress concentration effects into fatigue assessment influence damage accumulation results. Result comparison has shown a large disparity in results with hot-spot stress approach, indicating that the method capable of determining locations of dangerous stress accumulation, in relation to what has been observed in the real structure.
Evaluation is performed to determine whether multi-axial fatigue assessment is needed to improve calculation results of fatigue damage accumulation.
Based on stress direction properties within the analysed structure - most favorable multi-axial fatigue assessment approach (capable of analysing proportional stress responses) is used. Multi-axial fatigue assessment method results are then compared with results of conventional hot-spot stress approach to evaluate the differences in damage accumulation rate. Analysis results have shown that both methods are capable of determining locations of critical points with present disparity within magnitude of damage accumulation. This indicates that hot-spot stress fatigue approach, which uses Von Mises stress, is more conservative out of two methods. Fatigue analysis has also presented that original joint structure is inherently flawed, as its stress concentration locations are not easily accessible without crane disassembly and its structural capacity has been underestimated during design stage.
Finally methods for extending operational life of crane upper arm structure are evaluated. Three methods for reducing stress within the structure are assessed: increase of structural capacity, stress redistribution and load reduction. Increase of structural capacity is performed by adjusting thickness of relevant joint elements, with optimal thickness being established using a sensitivity analysis algorithm, which simultaneously acquires combined thickness setup for multiple joint elements - making the joint capable of surviving predetermined fatigue life. Stress redistribution approach is implemented by producing an alternative upper arm joint design, which could be exchanged with the problematic original joint during crane refurbishment. Load reduction approach is performed to investigate whether it would be possible to increase fatigue life of the original joint structure without affecting work efficiency, by only adjusting crane motion profile within multi-body dynamic simulation environment. All three methods are quantified and compared through fatigue damage factor results acquired using multi-axial fatigue assessment method. Result comparison has shown that joint redesign is the most preferred approach due to its ability to efficiently improve fatigue life of the structure without significant structural weight increase, while exposing any potential points for crack initiation to locations easily accessible for inspection and repair.
Safety of Automated Driving in Mixed-Traffic Urban Areas
Considering Vulnerable Road Users and Network Efficiency