J. Jovanova
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48 records found
1
Craneless Buoyancy-Assisted Monopile Upending
Functional Concept Design of a Friction-Based Gripper
The monopile is transported in a buoyant horizontal configuration and engaged by a gripper mounted on a Jack-Up Vessel. Controlled internal ballasting of the monopile and vertical actuation induce rotation about a passive pivot, while a distributed friction interface transfers the required loads. A combination of global dynamic analysis and local interface design is used to quantify the governing loads and define the system requirements.
The results show that buoyancy assistance significantly reduces the effective load on the gripper, enabling load transfer through a distributed clamping system. A functional mechanical concept, the Radial Hydraulic Gripper, is developed to demonstrate how the required forces and motions can be realized, including dynamic dampers and fail-safe mechanisms.
The study demonstrates that a physically feasible alternative to conventional crane-based installation can be achieved. By eliminating the need for HLVs, the proposed concept enables the use of Jack-Up Vessels and offers strong potential for improving operational flexibility and reducing installation costs in offshore wind projects. ...
The monopile is transported in a buoyant horizontal configuration and engaged by a gripper mounted on a Jack-Up Vessel. Controlled internal ballasting of the monopile and vertical actuation induce rotation about a passive pivot, while a distributed friction interface transfers the required loads. A combination of global dynamic analysis and local interface design is used to quantify the governing loads and define the system requirements.
The results show that buoyancy assistance significantly reduces the effective load on the gripper, enabling load transfer through a distributed clamping system. A functional mechanical concept, the Radial Hydraulic Gripper, is developed to demonstrate how the required forces and motions can be realized, including dynamic dampers and fail-safe mechanisms.
The study demonstrates that a physically feasible alternative to conventional crane-based installation can be achieved. By eliminating the need for HLVs, the proposed concept enables the use of Jack-Up Vessels and offers strong potential for improving operational flexibility and reducing installation costs in offshore wind projects.
Design and Control of a Soft-Robotic Tentacle Using Shape Memory Alloys
A Hysteresis Study of Nitinol Springs
CRAB
Development of a Tendon-Driven Robotic Device with Soft Flexible Wheels for Mobility on Biofouled Subsea Pipelines
The architecture integrates three core subsystems: a tendon-driven, underactuated gripper for adaptive enclosure, a passive magnetic sliding track for variable circumference locking, and fluid-filled flexible wheels designed to deform over obstacles. Finite element analysis was
utilised to optimise the wheel morphology.
Empirical validation of the prototype confirmed the viability of the core design concept, with the CRAB successfully achieving a secure grasp and overcoming simulated radial biofouling up to 50 mm in radius. However, testing also exposed critical failures, specifically material ruptures at 60 mm obstacle and kinematic stalling within the variable locking mechanism.
Ultimately, this research validates the foundational methodology of using passive mechanical compliance for unstructured subsea mobility. While the core kinematics are proven effective, advancing the system toward autonomous field deployment requires the integration of anactive mobility actuation system, comprehensive dynamic stability analysis, structural refinements and material optimisation. ...
The architecture integrates three core subsystems: a tendon-driven, underactuated gripper for adaptive enclosure, a passive magnetic sliding track for variable circumference locking, and fluid-filled flexible wheels designed to deform over obstacles. Finite element analysis was
utilised to optimise the wheel morphology.
Empirical validation of the prototype confirmed the viability of the core design concept, with the CRAB successfully achieving a secure grasp and overcoming simulated radial biofouling up to 50 mm in radius. However, testing also exposed critical failures, specifically material ruptures at 60 mm obstacle and kinematic stalling within the variable locking mechanism.
Ultimately, this research validates the foundational methodology of using passive mechanical compliance for unstructured subsea mobility. While the core kinematics are proven effective, advancing the system toward autonomous field deployment requires the integration of anactive mobility actuation system, comprehensive dynamic stability analysis, structural refinements and material optimisation.
To address the challenges mentioned above, this report focuses on the German and Austrian markets over continuous trading periods from January 2022 to January 2025, considering both hourly and quarter-hourly products. A total of 384 feature candidates were extracted, including percentiles, momentum, and volatility of prices and trading volumes on both buy and sell sides across multiple time windows. For the extracted feature candidates, we propose an innovative feature selection approach based on their correlation with normal and extreme price labels. Comparative experiments demonstrate that this algorithm outperforms L1-based selection and Principal Component Analysis (PCA) compression in quantile forecast evaluations. Based on the selected features, Quantile LightGBM (QLGBM), Quantile Extreme Gradient Boosting (QXGB), Quantile Multilayer Perceptron (QMLP), and Quantile Kolmogorov–Arnold Network (QKAN) were used to predict the labels, providing a comprehensive set of benchmarks. Additionally, generalization studies across markets and products were conducted using transfer learning, with multiple strategies such as zero-shot, fine-tuning, and joint learning applied. The results reveal valuable insights into the relationships between different markets and product types. ...
To address the challenges mentioned above, this report focuses on the German and Austrian markets over continuous trading periods from January 2022 to January 2025, considering both hourly and quarter-hourly products. A total of 384 feature candidates were extracted, including percentiles, momentum, and volatility of prices and trading volumes on both buy and sell sides across multiple time windows. For the extracted feature candidates, we propose an innovative feature selection approach based on their correlation with normal and extreme price labels. Comparative experiments demonstrate that this algorithm outperforms L1-based selection and Principal Component Analysis (PCA) compression in quantile forecast evaluations. Based on the selected features, Quantile LightGBM (QLGBM), Quantile Extreme Gradient Boosting (QXGB), Quantile Multilayer Perceptron (QMLP), and Quantile Kolmogorov–Arnold Network (QKAN) were used to predict the labels, providing a comprehensive set of benchmarks. Additionally, generalization studies across markets and products were conducted using transfer learning, with multiple strategies such as zero-shot, fine-tuning, and joint learning applied. The results reveal valuable insights into the relationships between different markets and product types.
To bridge this gap, this report presents a detailed exploration of a camera-based framework for simultaneous object identification and localization in underwater environments. The proposed system leverages a Region-based Convolutional Neural Network (RCNN) for object identification, offering a favorable trade-off between precision and computational efficiency. RCNN's architecture enables it to effectively handle the complex visual features typically present in underwater imagery. For the localization task, two complementary strategies are employed: the Metric3D depth estimation algorithm, which utilizes learned monocular cues to infer depth maps with high accuracy, and a geometry-based method rooted in camera imaging principles, which estimates object distance based on intrinsic and extrinsic camera parameters. The former localization method (Metric 3D) is more computationally expensive, but it provides more robust results and easier applications.
Experimental evaluations demonstrate that the proposed integrated approach achieves robust performance in various underwater conditions. The RCNN consistently delivers accurate object classifications, while the localization strategies offer flexibility and reliability depending on the computational and environmental constraints.
Overall, this research contributes a novel and practical solution for real-time underwater object detection by unifying identification and localization. The proposed system enables safer navigation, more precise manipulation, and greater situational awareness. By addressing the methodological gaps in existing literature and emphasizing real-world applicability, this work contributes to the research of intelligent underwater operation and automation. ...
To bridge this gap, this report presents a detailed exploration of a camera-based framework for simultaneous object identification and localization in underwater environments. The proposed system leverages a Region-based Convolutional Neural Network (RCNN) for object identification, offering a favorable trade-off between precision and computational efficiency. RCNN's architecture enables it to effectively handle the complex visual features typically present in underwater imagery. For the localization task, two complementary strategies are employed: the Metric3D depth estimation algorithm, which utilizes learned monocular cues to infer depth maps with high accuracy, and a geometry-based method rooted in camera imaging principles, which estimates object distance based on intrinsic and extrinsic camera parameters. The former localization method (Metric 3D) is more computationally expensive, but it provides more robust results and easier applications.
Experimental evaluations demonstrate that the proposed integrated approach achieves robust performance in various underwater conditions. The RCNN consistently delivers accurate object classifications, while the localization strategies offer flexibility and reliability depending on the computational and environmental constraints.
Overall, this research contributes a novel and practical solution for real-time underwater object detection by unifying identification and localization. The proposed system enables safer navigation, more precise manipulation, and greater situational awareness. By addressing the methodological gaps in existing literature and emphasizing real-world applicability, this work contributes to the research of intelligent underwater operation and automation.
This report provides a consult for the concessionaire of this development. The process begins with a research phase, consisting of an area study, and the mapping of environmental and hydrodynamic constraints. Subsequently, stakeholders are categorized, as the development of a marina in a national park entails complex regulations from multiple organizations. The outcomes of the research phase are translated into specific functional requirements for the marina. These functional requirements are the basis for the next phase, the design phase. This phase begins with the formulation of a design vision statement, formulating the project response to local conditions. Based on this, three different conceptual designs with various technical solutions are developed. Through a multi-criteria analysis, the concepts are tested on their robustness in order to chose a final concept. This concept is then elaborated into a preliminary design. Presenting an overview of the marina’s facilities, including structural designs, operational needs, and capital costs. Finally, suggestions for future development
are provided, outlining the next steps to advance the marina to a next phase.
...
This report provides a consult for the concessionaire of this development. The process begins with a research phase, consisting of an area study, and the mapping of environmental and hydrodynamic constraints. Subsequently, stakeholders are categorized, as the development of a marina in a national park entails complex regulations from multiple organizations. The outcomes of the research phase are translated into specific functional requirements for the marina. These functional requirements are the basis for the next phase, the design phase. This phase begins with the formulation of a design vision statement, formulating the project response to local conditions. Based on this, three different conceptual designs with various technical solutions are developed. Through a multi-criteria analysis, the concepts are tested on their robustness in order to chose a final concept. This concept is then elaborated into a preliminary design. Presenting an overview of the marina’s facilities, including structural designs, operational needs, and capital costs. Finally, suggestions for future development
are provided, outlining the next steps to advance the marina to a next phase.
Design of an Active Wire Rope Tensioner
Extending wire rope lifetime in offshore cranes
The research has commenced with a study of relevant background information and working principles. A thorough literature and patent review has followed, revealing a gap in the state-of-the-art of tensioning devices that both prevent cutting-in and reduce the required lower block weight. In the conceptual design phase, seven innovative concepts have been generated based on the literature review and current principles. These concepts have been assessed for their capability to meet the requirements and their performance against the key performance indicators (KPIs). Consequently, five concepts remain, with the clamping track concept emerging as the most promising.
The clamping track concept utilizes a chain drive with clamps attached to it that press on the wire rope. By applying force to the chain, the tension in the wire rope can be manipulated. Detailed development of the clamping track concept has yielded a conceptual design with three potential deployment scenarios, each requiring a slightly different version of the active wire rope tensioner and offering distinct advantages and disadvantages. Scenario 1 offers the greatest possible lower block weight reduction but comes with the cost of a more complex and riskier system. Scenario 3 does not allow for any lower block weight reduction but is simpler and safer. Scenario 2 strikes a balance between the two.
...
The research has commenced with a study of relevant background information and working principles. A thorough literature and patent review has followed, revealing a gap in the state-of-the-art of tensioning devices that both prevent cutting-in and reduce the required lower block weight. In the conceptual design phase, seven innovative concepts have been generated based on the literature review and current principles. These concepts have been assessed for their capability to meet the requirements and their performance against the key performance indicators (KPIs). Consequently, five concepts remain, with the clamping track concept emerging as the most promising.
The clamping track concept utilizes a chain drive with clamps attached to it that press on the wire rope. By applying force to the chain, the tension in the wire rope can be manipulated. Detailed development of the clamping track concept has yielded a conceptual design with three potential deployment scenarios, each requiring a slightly different version of the active wire rope tensioner and offering distinct advantages and disadvantages. Scenario 1 offers the greatest possible lower block weight reduction but comes with the cost of a more complex and riskier system. Scenario 3 does not allow for any lower block weight reduction but is simpler and safer. Scenario 2 strikes a balance between the two.
Optimization of Chord-Bracing Connection using Wire Arc Added Manufacturing (WAAM)
Static and Fatigue Reinforced Lattice Joint using WAAM
Finite Element Analysis (FEA) was employed to identify high-stress regions within the tubular joints, followed by topology optimization to refine their design. The study also investigates the impact of WAAM on material efficiency, fabrication flexibility, and the overall mechanical properties of the joints. The results demonstrate that the optimized tubular joints exhibit significant improvements in fatigue life and static strength compared to traditional designs, providing a more robust and cost-effective solution for lattice boom applications.
The findings of this research contribute to advancing the use of additive manufacturing in structural engineering, particularly in enhancing the performance and sustainability of offshore crane systems. The proposed optimization framework and design methodologies offer valuable insights for future applications of WAAM in heavy-duty structural components. ...
Finite Element Analysis (FEA) was employed to identify high-stress regions within the tubular joints, followed by topology optimization to refine their design. The study also investigates the impact of WAAM on material efficiency, fabrication flexibility, and the overall mechanical properties of the joints. The results demonstrate that the optimized tubular joints exhibit significant improvements in fatigue life and static strength compared to traditional designs, providing a more robust and cost-effective solution for lattice boom applications.
The findings of this research contribute to advancing the use of additive manufacturing in structural engineering, particularly in enhancing the performance and sustainability of offshore crane systems. The proposed optimization framework and design methodologies offer valuable insights for future applications of WAAM in heavy-duty structural components.
Integrated actuation and harvesting system for a bio-inspired underwater robot
Can piezoelectrics be used to both charge and actuate a soft underwater robot?
The design process aims to address operational efficiency for both energy harvesting and propulsion. To reduce operational maintenance and approach fish like swimming, a simple dual system is designed using piezoelectric materials.
A literature review is performed to determine the most important efficiency parameters for both modes (propulsion and harvesting) and the most suitable simple system.
The design process follows the double diamond, which is a design process from the Delft method. The design process includes literature, goal-oriented prototyping, testing and evaluating. The design process was iterative, based on an existing design. The existing design originates from a propulsion optimised model, which can fully be reproduced. This design has been altered in terms of stiffness in the flexible part of the underwater robot and the actuation and harvesting system. The original electromotor has been replaced by a piezoelectric system for propulsion and harvesting.
The harvesting capabilities have been tested and quantitatively measured. Multiple tests have been performed to determine the underwater robots’ characteristics. The harvesting capabilities have been tested and quantitatively measured. The actuation performance has been determined based on predictive calculations.
The harvesting results are similar to a previous design which uses piezoelectric materials to actuate and harvest energy from the same system. However, the current output of piezoelectric materials in general is very low, making it challenging to use the harvested energy to be stored in a battery. Additionally, piezoelectric materials require high voltage sources, making the system complex and unsuitable for series connections.
The results of this design research show the challenges of using piezoelectrics for both actuation and energy harvesting. Many improvements need to be made, both mechanically and electronically, for such a design to be feasible. ii ...
The design process aims to address operational efficiency for both energy harvesting and propulsion. To reduce operational maintenance and approach fish like swimming, a simple dual system is designed using piezoelectric materials.
A literature review is performed to determine the most important efficiency parameters for both modes (propulsion and harvesting) and the most suitable simple system.
The design process follows the double diamond, which is a design process from the Delft method. The design process includes literature, goal-oriented prototyping, testing and evaluating. The design process was iterative, based on an existing design. The existing design originates from a propulsion optimised model, which can fully be reproduced. This design has been altered in terms of stiffness in the flexible part of the underwater robot and the actuation and harvesting system. The original electromotor has been replaced by a piezoelectric system for propulsion and harvesting.
The harvesting capabilities have been tested and quantitatively measured. Multiple tests have been performed to determine the underwater robots’ characteristics. The harvesting capabilities have been tested and quantitatively measured. The actuation performance has been determined based on predictive calculations.
The harvesting results are similar to a previous design which uses piezoelectric materials to actuate and harvest energy from the same system. However, the current output of piezoelectric materials in general is very low, making it challenging to use the harvested energy to be stored in a battery. Additionally, piezoelectric materials require high voltage sources, making the system complex and unsuitable for series connections.
The results of this design research show the challenges of using piezoelectrics for both actuation and energy harvesting. Many improvements need to be made, both mechanically and electronically, for such a design to be feasible. ii
The Impact of Autonomous Intra-Terminal Barge Concepts
A Case Study of the Port of Rotterdam
A port-wide discrete event simulation is developed with deep sea, feeder, conventional barge, and autonomous module services calling five terminals that share a dedicated module-crane pool. Current multi-stop barge operations are compared with scenarios in which barges detach short-calling modules under different barge–module mixes, sea-freight demand levels, module-crane inventories, and module capacities. Performance is assessed using throughput, turnaround and waiting times, berth occupancy, crane utilisation, and anchorage behaviour.
In the recommended 50-50 barge-module mix, modular splitting increases port-wide throughput by about 12% and reduces barge turnaround by more than half compared with current operations, while deep sea and feeder vessels remain largely unaffected. These gains arise from parallel module calls that use residual quay pockets more effectively. Hybrid fleets with around half of inland work carried by modules therefore provide the best compromise between higher throughput and manageable growth in vessel calls. Configuration experiments indicate that two dedicated module cranes per large terminal are sufficient under the tested loads and that medium-sized modules around 24 to 36 TEU perform robustly. Within the limits of the stylised simulation, the results indicate that modular intra-port services can improve inter-terminal operational performance, support port sustainability and modal-shift objectives, and provide guidance for the design of MAGPIE Demo 6. ...
A port-wide discrete event simulation is developed with deep sea, feeder, conventional barge, and autonomous module services calling five terminals that share a dedicated module-crane pool. Current multi-stop barge operations are compared with scenarios in which barges detach short-calling modules under different barge–module mixes, sea-freight demand levels, module-crane inventories, and module capacities. Performance is assessed using throughput, turnaround and waiting times, berth occupancy, crane utilisation, and anchorage behaviour.
In the recommended 50-50 barge-module mix, modular splitting increases port-wide throughput by about 12% and reduces barge turnaround by more than half compared with current operations, while deep sea and feeder vessels remain largely unaffected. These gains arise from parallel module calls that use residual quay pockets more effectively. Hybrid fleets with around half of inland work carried by modules therefore provide the best compromise between higher throughput and manageable growth in vessel calls. Configuration experiments indicate that two dedicated module cranes per large terminal are sufficient under the tested loads and that medium-sized modules around 24 to 36 TEU perform robustly. Within the limits of the stylised simulation, the results indicate that modular intra-port services can improve inter-terminal operational performance, support port sustainability and modal-shift objectives, and provide guidance for the design of MAGPIE Demo 6.
Related dataset 4TU.ResearchData: https://doi.org/10.4121/d87be8e0-38bb-4bdd-a703-70c3e856b1ca ...
Related dataset 4TU.ResearchData: https://doi.org/10.4121/d87be8e0-38bb-4bdd-a703-70c3e856b1ca
Design Methodology for Hydroponic Systems
A Case Study on Russian Dandelion Cultivation for Natural Rubber
A two stage modeling approach is adopted. First, the crane is generalized to a \ac{2d} form and converted to a \ac{1d} system of lumped masses and linear springs aligned vertically. The pedestal is idealized as fixed. Linear behavior and small displacements are assumed. Second, the \ac{mp} is modeled in Ansys with shell elements to capture flexible body behavior. A mode reduction retains only axial modes of the \ac{mp}, since bending, torsion, and circumferential shell modes do not directly couple to the vertical vibration path that governs \ac{vp}. Depth dependent stiffness and damping represent the soil at the toe. Hoist stiffness varies with depth through cable length.
The calculation method separates free and forced vibration. In free vibration, the system eigen-problem provides resonance frequency(ies) and mode shapes with the \ac{mp} first treated as rigid. The axial flexible body natural frequency of the \ac{mp} is then obtained from the shell model. In forced vibration, the harmonic response is computed to obtain frequency response functions and absolute displacement magnitudes for the components, as well as the hoist cable force.
Results show two frequency families that govern the response. The first family contains the system resonance frequency(ies) with a rigid \ac{mp}. The second family contains the axial flexible body natural frequency of the \ac{mp}. Modes 1, 2, and 4 are largely insensitive to \ac{mp} flexibility. Mode 3 and the axial flexible body frequency depend strongly on the soil stiffness at the toe and shift with depth. Within the operational range of the \ac{vh}, the fourth system resonance and the first axial flexible body frequency of the \ac{mp} lie close together and can interchange order as depth changes.
The harmonic response clarifies component participation at key frequencies. Near Mode 3, motion concentrates in the exciter and \ac{mp} and engages the soil stiffness most strongly. Near Mode 4, the lower block and bias mass dominate while the \ac{mp} response is limited. At the axial flexible body frequency of the \ac{mp}, the head and toe move in opposite directions with a near stationary point along the pile length, consistent with a fundamental axial mode. These behaviors explain the locations and amplitudes of the observed peaks.
A verification step compares boom tip response and hoist cable force between the simplified system and the full \ac{fe} crane. The first peak aligns in both models, supporting the validity of the simplified representation for global behavior. Differences at higher frequencies are traced to flexible crane substructures that the simplified model does not include. This comparison establishes where the simplified model is reliable and where detailed crane is more suitable for cranes structure fatigue study.
Mitigation is explored conceptually. Removing the hoist load path would eliminate force transmission into the boom, but this is often impractical. Introducing an isolator between the lifting equipment and the piling equipment is a more practical option. When tuned near the axial flexible body frequency of the \ac{mp} and near the fourth system resonance, an isolator can reduce force transmission into the boom while preserving penetration performance.
The study concludes that frequencies that favor penetration can occur near frequencies that amplify responses in the lifting equipment. Managing this close proximity requires attention to frequency modes, awareness of depth effects through soil stiffness, hoist force fluctuations, and consideration of isolation in the load path. The work provides a structured method to identify critical frequencies, quantify responses, and separate the roles of monopile flexibility and crane structure, while pointing to targeted measurements and modeling extensions that would complete a validated framework for decision making. ...
A two stage modeling approach is adopted. First, the crane is generalized to a \ac{2d} form and converted to a \ac{1d} system of lumped masses and linear springs aligned vertically. The pedestal is idealized as fixed. Linear behavior and small displacements are assumed. Second, the \ac{mp} is modeled in Ansys with shell elements to capture flexible body behavior. A mode reduction retains only axial modes of the \ac{mp}, since bending, torsion, and circumferential shell modes do not directly couple to the vertical vibration path that governs \ac{vp}. Depth dependent stiffness and damping represent the soil at the toe. Hoist stiffness varies with depth through cable length.
The calculation method separates free and forced vibration. In free vibration, the system eigen-problem provides resonance frequency(ies) and mode shapes with the \ac{mp} first treated as rigid. The axial flexible body natural frequency of the \ac{mp} is then obtained from the shell model. In forced vibration, the harmonic response is computed to obtain frequency response functions and absolute displacement magnitudes for the components, as well as the hoist cable force.
Results show two frequency families that govern the response. The first family contains the system resonance frequency(ies) with a rigid \ac{mp}. The second family contains the axial flexible body natural frequency of the \ac{mp}. Modes 1, 2, and 4 are largely insensitive to \ac{mp} flexibility. Mode 3 and the axial flexible body frequency depend strongly on the soil stiffness at the toe and shift with depth. Within the operational range of the \ac{vh}, the fourth system resonance and the first axial flexible body frequency of the \ac{mp} lie close together and can interchange order as depth changes.
The harmonic response clarifies component participation at key frequencies. Near Mode 3, motion concentrates in the exciter and \ac{mp} and engages the soil stiffness most strongly. Near Mode 4, the lower block and bias mass dominate while the \ac{mp} response is limited. At the axial flexible body frequency of the \ac{mp}, the head and toe move in opposite directions with a near stationary point along the pile length, consistent with a fundamental axial mode. These behaviors explain the locations and amplitudes of the observed peaks.
A verification step compares boom tip response and hoist cable force between the simplified system and the full \ac{fe} crane. The first peak aligns in both models, supporting the validity of the simplified representation for global behavior. Differences at higher frequencies are traced to flexible crane substructures that the simplified model does not include. This comparison establishes where the simplified model is reliable and where detailed crane is more suitable for cranes structure fatigue study.
Mitigation is explored conceptually. Removing the hoist load path would eliminate force transmission into the boom, but this is often impractical. Introducing an isolator between the lifting equipment and the piling equipment is a more practical option. When tuned near the axial flexible body frequency of the \ac{mp} and near the fourth system resonance, an isolator can reduce force transmission into the boom while preserving penetration performance.
The study concludes that frequencies that favor penetration can occur near frequencies that amplify responses in the lifting equipment. Managing this close proximity requires attention to frequency modes, awareness of depth effects through soil stiffness, hoist force fluctuations, and consideration of isolation in the load path. The work provides a structured method to identify critical frequencies, quantify responses, and separate the roles of monopile flexibility and crane structure, while pointing to targeted measurements and modeling extensions that would complete a validated framework for decision making.
NiTi shape memory alloys exhibit unique shape memory effect (SME) and superelasticity due to reversible martensitic transformations. These properties make NiTi a suitable material for adaptive structures, biomedical devices, and aerospace components. Though computational models can be used to design NiTi structures and metamaterials with superelasticity and SME, the successful additive manufacturing of these designs remains challenging. Achieving full superelasticity in complex geometries produced via laser powder bed fusion (L-PBF) is particularly difficult. Thus, aiming for model-experiment consistency of superelastic metamaterials, the main research gap lies in establishing clear qualitative and quantitative relationships between material models, properties, mesoscopic structures and the resulting macroscopic responses.
In Chapter 3, the research started with the development of analytical expressions for the effective transformation stress and numerical models to evaluate the superelastic behavior and energy dissipation of truss-based metamaterials. NiTi truss-based metamaterials with body-centered cubic (BCC) and octet structures were selected to represent bending- and stretching-dominated architectures, respectively. A detailed parametric finite element analysis was performed to study the relationship between relative density and effective transformation criteria. Using L-PBF, crack-free BCC and octet samples were successfully fabricated from Ni-rich NiTi powder. However, the as-fabricated samples exhibited only partial superelasticity and premature fracture.
In Chapter 4, the study is focused on inhomogeneity of microstructural and functional properties and the underlying reasons for partial superelasticity. Through both numerical and experimental approaches, the study investigated how geometric factors, such as relative density, affect microstructural inhomogeneity and thermomechanical properties of NiTi in body-centered cubic (BCC) structures. Geometric effects on melt pool behavior lead to different solidification textures and inhomogeneous response to indentation. The numerical simulation shows that inhomogeneous transformation temperatures cause narrow stress hysteresis in the macroscopic response. This chapter reveals the interdependent relation between relative density, microstructure, localized properties of NiTi and the macroscopic response.
The focus in Chapter 5 is on understanding and mitigating premature fracture in Ni-rich NiTi metamaterials produced by L-PBF. To investigate the origins of fracture, a comparative analysis of two unit cell architectures, the a Gyroid network (bending-dominated) and a Diamond shell (stretching-dominated), was conducted. Due to the inherent tension-compression asymmetry of NiTi, the structural stability of these designs was found to be reversed compared to conventional elastic-plastic responses, leading to premature fracture and limited superelasticity in the as-fabricated samples. As large deformation can not be achieved through martensitic transformation or dislocation slip systems, partial superelasticity and low deformation recoverability were observed in the as-fabricated samples. Heat treatments were applied to address these issues and achieve qualitative agreement between experimental data and model predictions.
After the superelasticity was successfully achieved, the transformation stress-temperature relation and energy absorption in Ni-rich NiTi superelastic metamaterials were investigated in Chapter 6. Temperature dependence often restricts the practical use of superelasticity. In metallic metamaterials, energy absorption typically relies on the elastoplasticity of ductile metals; however, achieving energy absorption with recoverable deformation has not been fully explored. To address this, a numerical model of the Diamond shell structure was developed to predict temperature-dependent superelasticity and energy absorption. A heat treatment was applied to ensure agreement between the model and experimental results. The findings show that the transformation stress-temperature coefficient decreases from 9.5 MPa/°C for bulk samples to 0.9 MPa/°C for Diamond samples. Under uniaxial compression, the effective transformation stress can be controlled by relative density, with values of 41.8, 52.1, and 65.3 MPa for relative densities of 0.15, 0.2, and 0.25, respectively. A specific energy absorption of 3.5 J/g was achieved in cyclic compression tests with 15 cycles. The recoverable plateau-like response in the macroscopic stress-strain curves originated in a continuous transformation region forms along the macroscopic [100] direction under uniaxial compression. Post-yielding plasticity in the macroscopic stress-strain curves is related to a plastic shear band formed along the [110] direction.
In summary, this work successfully developed a model-manufacturing strategy for superelastic NiTi metamaterials. By addressing multiscale challenges such as microstructural inhomogeneity and tension-compression asymmetry, this study demonstrates that computation-based design and additive manufacturing can create functional NiTi structures with tunable thermomechanical properties. Multiscale issues often prevent computational designs from being fully realized in experiments. By identifying and controlling variable interdependencies across scales, this research achieves largely tunable superelasticity in experiments. This approach provides a foundation for practical applications of NiTi metamaterials in fields such as biomedical devices, aerospace, and civil engineering. ...
NiTi shape memory alloys exhibit unique shape memory effect (SME) and superelasticity due to reversible martensitic transformations. These properties make NiTi a suitable material for adaptive structures, biomedical devices, and aerospace components. Though computational models can be used to design NiTi structures and metamaterials with superelasticity and SME, the successful additive manufacturing of these designs remains challenging. Achieving full superelasticity in complex geometries produced via laser powder bed fusion (L-PBF) is particularly difficult. Thus, aiming for model-experiment consistency of superelastic metamaterials, the main research gap lies in establishing clear qualitative and quantitative relationships between material models, properties, mesoscopic structures and the resulting macroscopic responses.
In Chapter 3, the research started with the development of analytical expressions for the effective transformation stress and numerical models to evaluate the superelastic behavior and energy dissipation of truss-based metamaterials. NiTi truss-based metamaterials with body-centered cubic (BCC) and octet structures were selected to represent bending- and stretching-dominated architectures, respectively. A detailed parametric finite element analysis was performed to study the relationship between relative density and effective transformation criteria. Using L-PBF, crack-free BCC and octet samples were successfully fabricated from Ni-rich NiTi powder. However, the as-fabricated samples exhibited only partial superelasticity and premature fracture.
In Chapter 4, the study is focused on inhomogeneity of microstructural and functional properties and the underlying reasons for partial superelasticity. Through both numerical and experimental approaches, the study investigated how geometric factors, such as relative density, affect microstructural inhomogeneity and thermomechanical properties of NiTi in body-centered cubic (BCC) structures. Geometric effects on melt pool behavior lead to different solidification textures and inhomogeneous response to indentation. The numerical simulation shows that inhomogeneous transformation temperatures cause narrow stress hysteresis in the macroscopic response. This chapter reveals the interdependent relation between relative density, microstructure, localized properties of NiTi and the macroscopic response.
The focus in Chapter 5 is on understanding and mitigating premature fracture in Ni-rich NiTi metamaterials produced by L-PBF. To investigate the origins of fracture, a comparative analysis of two unit cell architectures, the a Gyroid network (bending-dominated) and a Diamond shell (stretching-dominated), was conducted. Due to the inherent tension-compression asymmetry of NiTi, the structural stability of these designs was found to be reversed compared to conventional elastic-plastic responses, leading to premature fracture and limited superelasticity in the as-fabricated samples. As large deformation can not be achieved through martensitic transformation or dislocation slip systems, partial superelasticity and low deformation recoverability were observed in the as-fabricated samples. Heat treatments were applied to address these issues and achieve qualitative agreement between experimental data and model predictions.
After the superelasticity was successfully achieved, the transformation stress-temperature relation and energy absorption in Ni-rich NiTi superelastic metamaterials were investigated in Chapter 6. Temperature dependence often restricts the practical use of superelasticity. In metallic metamaterials, energy absorption typically relies on the elastoplasticity of ductile metals; however, achieving energy absorption with recoverable deformation has not been fully explored. To address this, a numerical model of the Diamond shell structure was developed to predict temperature-dependent superelasticity and energy absorption. A heat treatment was applied to ensure agreement between the model and experimental results. The findings show that the transformation stress-temperature coefficient decreases from 9.5 MPa/°C for bulk samples to 0.9 MPa/°C for Diamond samples. Under uniaxial compression, the effective transformation stress can be controlled by relative density, with values of 41.8, 52.1, and 65.3 MPa for relative densities of 0.15, 0.2, and 0.25, respectively. A specific energy absorption of 3.5 J/g was achieved in cyclic compression tests with 15 cycles. The recoverable plateau-like response in the macroscopic stress-strain curves originated in a continuous transformation region forms along the macroscopic [100] direction under uniaxial compression. Post-yielding plasticity in the macroscopic stress-strain curves is related to a plastic shear band formed along the [110] direction.
In summary, this work successfully developed a model-manufacturing strategy for superelastic NiTi metamaterials. By addressing multiscale challenges such as microstructural inhomogeneity and tension-compression asymmetry, this study demonstrates that computation-based design and additive manufacturing can create functional NiTi structures with tunable thermomechanical properties. Multiscale issues often prevent computational designs from being fully realized in experiments. By identifying and controlling variable interdependencies across scales, this research achieves largely tunable superelasticity in experiments. This approach provides a foundation for practical applications of NiTi metamaterials in fields such as biomedical devices, aerospace, and civil engineering.
Existing noise mitigation systems struggle to attenuate low-frequency noise below1000 Hz due to the mass law limitations of natural materials. This thesis proposes a design methodology for a novel metamaterial-based noise mitigation system–the meta-cushion–designed to brake this limitation. Placed between the monopile and the hammer, the meta-cushion filters out mechanical waves generated by the hammer’s blow that cause high underwater noise levels. The design methodology ensures adaptability to various monopile installation specifications, facilitating the implementation of the meta-cushion in real world pile driving cases.
The thesis begins with an analysis of underwater noise during pile driving and the limitations of existing mitigation solutions, emphasizing the need for novel approaches to reduce low-frequency noise. The analysis shows a strong relation between high underwater noise levels and the low-frequency vibrations of the monopile caused by the hammer’s blow. Then, the concept of metamaterials is introduced, highlighting how their unique properties contribute to reducing low-frequency vibrations. Based on the understanding of the underwater noise-vibration relationship, an initial meta-cushion design exhibiting such filtering features is defined.
The numerical modeling of the meta-cushion is then detailed, with finite element analyses being conducted to investigate the behavior of the meta-cushion when interacting with mechanical propagating waves. The attenuation capabilities are evaluated via analysis of dispersion-curve and transmission loss diagrams. To ensure both mechanical integrity and noise reduction under impact loads, a design optimization strategy is developed, from which genetic algorithm is used to investigate the trade-off behavior between mechanical and attenuation performances. Once verified, the meta-cushion’s functionality is experimentally validated through modal impact analysis and small-scale pile hammering tests, demonstrating effective noise reduction at frequencies below 1000 Hz as also indicated by the numerical results.
Finally, this thesis presents a systematic design methodology–encompassing meta-cushion design selection based on pile specifications, numerical verification, and experimental validation–that can be adapted to full-scale monopile installations. By integrating the meta-cushion into offshore pile driving operations, this work contributes to mitigating underwater noise and its environmental impact. ...
Existing noise mitigation systems struggle to attenuate low-frequency noise below1000 Hz due to the mass law limitations of natural materials. This thesis proposes a design methodology for a novel metamaterial-based noise mitigation system–the meta-cushion–designed to brake this limitation. Placed between the monopile and the hammer, the meta-cushion filters out mechanical waves generated by the hammer’s blow that cause high underwater noise levels. The design methodology ensures adaptability to various monopile installation specifications, facilitating the implementation of the meta-cushion in real world pile driving cases.
The thesis begins with an analysis of underwater noise during pile driving and the limitations of existing mitigation solutions, emphasizing the need for novel approaches to reduce low-frequency noise. The analysis shows a strong relation between high underwater noise levels and the low-frequency vibrations of the monopile caused by the hammer’s blow. Then, the concept of metamaterials is introduced, highlighting how their unique properties contribute to reducing low-frequency vibrations. Based on the understanding of the underwater noise-vibration relationship, an initial meta-cushion design exhibiting such filtering features is defined.
The numerical modeling of the meta-cushion is then detailed, with finite element analyses being conducted to investigate the behavior of the meta-cushion when interacting with mechanical propagating waves. The attenuation capabilities are evaluated via analysis of dispersion-curve and transmission loss diagrams. To ensure both mechanical integrity and noise reduction under impact loads, a design optimization strategy is developed, from which genetic algorithm is used to investigate the trade-off behavior between mechanical and attenuation performances. Once verified, the meta-cushion’s functionality is experimentally validated through modal impact analysis and small-scale pile hammering tests, demonstrating effective noise reduction at frequencies below 1000 Hz as also indicated by the numerical results.
Finally, this thesis presents a systematic design methodology–encompassing meta-cushion design selection based on pile specifications, numerical verification, and experimental validation–that can be adapted to full-scale monopile installations. By integrating the meta-cushion into offshore pile driving operations, this work contributes to mitigating underwater noise and its environmental impact.
Towards Mechanical Intelligence In Soft Robotics
Model-based Design of Mechanically Intelligent Structures