S. Giovani Pereira Castro
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31 records found
1
Additive manufacturing (AM) expands the design space in which complex hollow structures can be fabricated, exceeding the limitations of traditional manufacturing methods. In sandwich structures, the core structure governs the impact response. Triply periodic minimal surface (TPMS) architectures show favourable impact behaviour due to their smooth curvature, the practical scalability is constrained by manufacturing resolution and cost.
This thesis investigates the introduction of fillets in conventional core geometries and the resulting impact behaviour. The primary objective is to systematically evaluate how the introduction of fillets in FDM-manufactured sandwich structures influences low-velocity impact behaviour.
A non-dimensional parameter is introduced: the fillet intensity factor, quantifying the degree of rounding within a structure. To isolate the effect of fillets, the relative density of the structure is kept constant by reducing the wall thickness, hexagon in-plane (HIP), hexagon out-of-plane (HOoP) and re-entrant out-of-plane (ReOoP) are investigated and experimentally tested. A computational impact model was constructed in parallel. The results were evaluated through cross-sectional scans and force histories of the specimens and the numerical simulations to localise stress concentrations.
The experimental and computational results showed that the introduction of fillets in the core structures does not eliminate stress concentrations, the introduced fillets relocate them. Observed in all geometries, the fracture location shifts with an increasing fillet intensity from corners and junctions towards mid-wall sections. The general impact behaviour remains more dominated by the geometry type than the introduced fillets. The computational model accurately locates stress concentrations within the structures during the initial impact phase, but limitations arise as fractures propagate. The work suggests that an optimum fillet intensity exists in which the fillets reduce the stress concentrations in junctions, while maintaining a sufficiently thick mid-wall section to prevent premature failure.
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Additive manufacturing (AM) expands the design space in which complex hollow structures can be fabricated, exceeding the limitations of traditional manufacturing methods. In sandwich structures, the core structure governs the impact response. Triply periodic minimal surface (TPMS) architectures show favourable impact behaviour due to their smooth curvature, the practical scalability is constrained by manufacturing resolution and cost.
This thesis investigates the introduction of fillets in conventional core geometries and the resulting impact behaviour. The primary objective is to systematically evaluate how the introduction of fillets in FDM-manufactured sandwich structures influences low-velocity impact behaviour.
A non-dimensional parameter is introduced: the fillet intensity factor, quantifying the degree of rounding within a structure. To isolate the effect of fillets, the relative density of the structure is kept constant by reducing the wall thickness, hexagon in-plane (HIP), hexagon out-of-plane (HOoP) and re-entrant out-of-plane (ReOoP) are investigated and experimentally tested. A computational impact model was constructed in parallel. The results were evaluated through cross-sectional scans and force histories of the specimens and the numerical simulations to localise stress concentrations.
The experimental and computational results showed that the introduction of fillets in the core structures does not eliminate stress concentrations, the introduced fillets relocate them. Observed in all geometries, the fracture location shifts with an increasing fillet intensity from corners and junctions towards mid-wall sections. The general impact behaviour remains more dominated by the geometry type than the introduced fillets. The computational model accurately locates stress concentrations within the structures during the initial impact phase, but limitations arise as fractures propagate. The work suggests that an optimum fillet intensity exists in which the fillets reduce the stress concentrations in junctions, while maintaining a sufficiently thick mid-wall section to prevent premature failure.
Consequences of Towbarless Towing on Nose-Wheel Landing Gear Fatigue
A Comparative Assessment for General-Aviation Nose-Wheel Landing Gear
Primary cone angles exhibit discrete regime-dependent plateaus achieved at transition velocities rather than continuous velocity dependence. Statistically significant inverse linear relationships are identified between primary cone angle and tile thickness, and between secondary cone angle and secondary cone height. Cone nucleation depth and minor cone radius scale proportionally with projectile radius, independent of ceramic material and velocity regime, indicating projectile-controlled nucleation geometry. Surface roughness increases progressively along the crack path for all materials and projectiles, suggesting propagation induced development of topological features. In contrast, material dependent distinct fracture modes are identified with minimal effects from projectile geometry and velocity.
Comparison between sphere and ballistic impacts reveals overlapping primary cone angle regimes, similar surface roughness amplifications, and comparable fracture modes, indicating similar crack nucleation and propagation mechanics at similar projectile velocities. Differences are primarily expressed in magnitudes of cone fragmentation and specimen recoverability for postmortem characterization of bare ceramic tiles.
In general, geometry is dominant for determining cone crack morphology, and intrinsic material properties govern microstructural fracture modes. Sphere impact testing can serve as a representative predictive screening method for understanding ballistic cone crack behaviour within defined regimes. ...
Primary cone angles exhibit discrete regime-dependent plateaus achieved at transition velocities rather than continuous velocity dependence. Statistically significant inverse linear relationships are identified between primary cone angle and tile thickness, and between secondary cone angle and secondary cone height. Cone nucleation depth and minor cone radius scale proportionally with projectile radius, independent of ceramic material and velocity regime, indicating projectile-controlled nucleation geometry. Surface roughness increases progressively along the crack path for all materials and projectiles, suggesting propagation induced development of topological features. In contrast, material dependent distinct fracture modes are identified with minimal effects from projectile geometry and velocity.
Comparison between sphere and ballistic impacts reveals overlapping primary cone angle regimes, similar surface roughness amplifications, and comparable fracture modes, indicating similar crack nucleation and propagation mechanics at similar projectile velocities. Differences are primarily expressed in magnitudes of cone fragmentation and specimen recoverability for postmortem characterization of bare ceramic tiles.
In general, geometry is dominant for determining cone crack morphology, and intrinsic material properties govern microstructural fracture modes. Sphere impact testing can serve as a representative predictive screening method for understanding ballistic cone crack behaviour within defined regimes.
Hybrid Steel–Composite Box Girders for Naval Vessels
A quasi-static collapse assessment using progressive collapse and finite element models
A Smith-type progressive collapse model was adapted to represent steel and composite component responses, neutral-axis migration and reduced composite participation at the steel-composite interface. An all-steel reference box and three hybrid concepts incorporating Glass-Fibre Reinforced Polymer (GFRP) were evaluated using monolithic laminate and sandwich panels, first as isolated box girders and subsequently within a reference frigate cross-section. The steel formulation was assessed against the published Nishihara MST-3 experimental benchmark. Nonlinear finite element analyses in ANSYS provided component load-shortening curves for comparison within the same sectional solver, while separate complete-box models examined wall interaction and cohesive adhesive behaviour. Sensitivity analyses assessed the influence of material properties, interface participation and modelling assumptions.
Among the investigated concepts, B3, which replaces the side webs with GFRP while retaining the steel deck, bottom flange and corner framing, provided the most favourable balance between mass reduction, bending resistance and dependence on composite participation. In the analytical isolated-box assessment, the monolithic B3 design was 11.6% lighter than the steel reference while meeting or exceeding its sagging and hogging capacities. Following embedding and recalibration within the frigate cross-section, it reduced structural mass by 52.1 kg⋅m−1 relative to the section containing steel reference boxes, maintaining sagging capacity with a 1.17% reduction in hogging capacity. Sandwich variants offered no meaningful mass advantage within the adopted longitudinal-bending model.
The finite element comparisons showed that the predicted resistance depends on how component behaviour and structural interaction are represented. Using finite element component curves produced ultimate moments 0.7–17.5% below the corresponding analytical predictions. This sectional assessment predicted lower sagging resistance for B3 than for the steel reference, while its small hogging advanta
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A Smith-type progressive collapse model was adapted to represent steel and composite component responses, neutral-axis migration and reduced composite participation at the steel-composite interface. An all-steel reference box and three hybrid concepts incorporating Glass-Fibre Reinforced Polymer (GFRP) were evaluated using monolithic laminate and sandwich panels, first as isolated box girders and subsequently within a reference frigate cross-section. The steel formulation was assessed against the published Nishihara MST-3 experimental benchmark. Nonlinear finite element analyses in ANSYS provided component load-shortening curves for comparison within the same sectional solver, while separate complete-box models examined wall interaction and cohesive adhesive behaviour. Sensitivity analyses assessed the influence of material properties, interface participation and modelling assumptions.
Among the investigated concepts, B3, which replaces the side webs with GFRP while retaining the steel deck, bottom flange and corner framing, provided the most favourable balance between mass reduction, bending resistance and dependence on composite participation. In the analytical isolated-box assessment, the monolithic B3 design was 11.6% lighter than the steel reference while meeting or exceeding its sagging and hogging capacities. Following embedding and recalibration within the frigate cross-section, it reduced structural mass by 52.1 kg⋅m−1 relative to the section containing steel reference boxes, maintaining sagging capacity with a 1.17% reduction in hogging capacity. Sandwich variants offered no meaningful mass advantage within the adopted longitudinal-bending model.
The finite element comparisons showed that the predicted resistance depends on how component behaviour and structural interaction are represented. Using finite element component curves produced ultimate moments 0.7–17.5% below the corresponding analytical predictions. This sectional assessment predicted lower sagging resistance for B3 than for the steel reference, while its small hogging advanta
The mechanics and adverse effects of the fixture were first characterised. Characteristics of fixture symmetry, mechanism friction, specimen strain state, and fixture deformation were considered. These properties were studied primarily through tests with solid flat plate metal specimens, without a joint, and finite element analysis. Measurements of the experimental tests were made using test bench data, Digital Image Correlation (DIC), and strain gauges. Additionally, a detailed finite element model of the entire picture frame fixture was developed in Abaqus and correlated to the results of the characterisation tests. This model was used to further characterise the mechanics of the fixture.
Secondly, a comprehensive testing procedure was developed aimed at maximising the reliability and repeatability of tests. Minimisation of slip, minimisation of play in the fixture mechanism, and optimalisation of the measurement setup were considered. The developed testing procedure was validated through tests with jointed specimens. In these tests, single lap shear, thick adherend, and foil-defect specimen configurations were included. The results of these test are compared to those of finite element analysis.
Characterisation of the fixture behaviour demonstrates that the test does not succeed in imposing a strain state of uniform pure shear on the specimen, though this strain state is approached at the centre of the test section. It is shown that fixture deformation is the main driver behind this non-idealised fixture behaviour, brought on by the high stiffness of the metal specimens. The resulting peaks of tearing stress at the top and bottom corners greatly reduce shear strain purity in those areas and were correctly predicted by the detailed fixture finite element model.
The developed testing procedure drastically improved repeatability of the test, primarily through the inclusion of a preload cycle and the reduction of slip. The results of the consequent jointed specimen tests demonstrate limited scatter in the results and limited ability to detect the early onset of damage. Strain gauges perform better than DIC at detecting damage, though they remain limited to analysis of a single location. Additionally, analysis of numerical and experimental tests with thick adherend specimens of varying thickness revealed that the thickness of the specimen influences the failure load of the specimen, instead of solely the strength of the adhesive joint.
Given the findings of the present research, the picture frame shear test is concluded to be a fundamentally complex test for the shear strength of adhesively bonded joints. Nevertheless, reliability and repeatability were greatly improved through the development of a comprehensive test procedure. Therefore, the picture frame test remains a promising element-level shear test for larger-scale tests of bonded joints, such as those with foil-defects. ...
The mechanics and adverse effects of the fixture were first characterised. Characteristics of fixture symmetry, mechanism friction, specimen strain state, and fixture deformation were considered. These properties were studied primarily through tests with solid flat plate metal specimens, without a joint, and finite element analysis. Measurements of the experimental tests were made using test bench data, Digital Image Correlation (DIC), and strain gauges. Additionally, a detailed finite element model of the entire picture frame fixture was developed in Abaqus and correlated to the results of the characterisation tests. This model was used to further characterise the mechanics of the fixture.
Secondly, a comprehensive testing procedure was developed aimed at maximising the reliability and repeatability of tests. Minimisation of slip, minimisation of play in the fixture mechanism, and optimalisation of the measurement setup were considered. The developed testing procedure was validated through tests with jointed specimens. In these tests, single lap shear, thick adherend, and foil-defect specimen configurations were included. The results of these test are compared to those of finite element analysis.
Characterisation of the fixture behaviour demonstrates that the test does not succeed in imposing a strain state of uniform pure shear on the specimen, though this strain state is approached at the centre of the test section. It is shown that fixture deformation is the main driver behind this non-idealised fixture behaviour, brought on by the high stiffness of the metal specimens. The resulting peaks of tearing stress at the top and bottom corners greatly reduce shear strain purity in those areas and were correctly predicted by the detailed fixture finite element model.
The developed testing procedure drastically improved repeatability of the test, primarily through the inclusion of a preload cycle and the reduction of slip. The results of the consequent jointed specimen tests demonstrate limited scatter in the results and limited ability to detect the early onset of damage. Strain gauges perform better than DIC at detecting damage, though they remain limited to analysis of a single location. Additionally, analysis of numerical and experimental tests with thick adherend specimens of varying thickness revealed that the thickness of the specimen influences the failure load of the specimen, instead of solely the strength of the adhesive joint.
Given the findings of the present research, the picture frame shear test is concluded to be a fundamentally complex test for the shear strength of adhesively bonded joints. Nevertheless, reliability and repeatability were greatly improved through the development of a comprehensive test procedure. Therefore, the picture frame test remains a promising element-level shear test for larger-scale tests of bonded joints, such as those with foil-defects.
The research aims to expand and validate the Energy Balance with the Sliding Box analogy (EBSB) framework by comparing its predictions to a comprehensive experimental dataset covering both room-temperature and low-temperature conditions down to -30°C. The study considers a diversified selection of aluminum alloys with quasi-static property differences that emulate changes expected at low temperature. The investigated materials are 7075-T6, 2024-T3, 6061-T6, and an artificially over-aged 2024-A300. Additionally, thicknesses from 1 to 6.5 mm and two stress ratios, R=0.1 and R=0.5, are varied to evaluate their influence on the modeled fatigue crack-growth response. The methodology combines quasi-static tensile testing to determine case-specific elastic--plastic properties with constant-amplitude fatigue crack-growth experiments on standard geometry specimens. Crack growth is measured via periodic high-contrast image capture. Furthermore, Digital Image Correlation (DIC) is employed to evaluate plastic-zone development from periodic displacement-field measurements around the advancing crack tip.
The results demonstrate that the EBSB model—particularly in its direct sliding-box form—captures the general trends and order of magnitude of fatigue crack growth in aluminum alloys well. However, predictive accuracy is limited by the current formulation of the plastic energy dissipation term and by the treatment of stress-state transitions (plane stress/plane strain). The quantification of plastic-volume growth within the energy balance was varied in an attempt to capture increased energy absorption at low temperature. The model tends to overestimate crack-growth rates, especially for pronounced variations in yield strength and strain hardening relative to the 7075-T6 baseline. This effect is not mitigated by adopting larger plastic-zone approximations. For lower thicknesses of 7075-T6, however, using a larger plastic-zone estimate reduces model error, consistent with better agreement with the plane-stress assumption.
Overall, the EBSB model is sensitive to material-specific strain-energy absorption characteristics, particularly yield strength and the degree of strain hardening. Experimental observations confirm the expected increase in yield strength and work hardening at low temperature, but also reveal an unexpected decrease in ductility for the low-temperature 7075-T6 tests, highlighting the complex coupling between material behavior and environment. Improvements to the EBSB framework are proposed, including a parametrically defined plastic strain energy density derived from quasi-static stress--strain data and the introduction of a damping term to account for crack-shielding effects. Recommendations for future work include expanded cryogenic testing, improved DIC resolution, and the development of more robust analytical and numerical treatments to better capture strain hardening, stress-state transitions, and plastic-zone evolution. ...
The research aims to expand and validate the Energy Balance with the Sliding Box analogy (EBSB) framework by comparing its predictions to a comprehensive experimental dataset covering both room-temperature and low-temperature conditions down to -30°C. The study considers a diversified selection of aluminum alloys with quasi-static property differences that emulate changes expected at low temperature. The investigated materials are 7075-T6, 2024-T3, 6061-T6, and an artificially over-aged 2024-A300. Additionally, thicknesses from 1 to 6.5 mm and two stress ratios, R=0.1 and R=0.5, are varied to evaluate their influence on the modeled fatigue crack-growth response. The methodology combines quasi-static tensile testing to determine case-specific elastic--plastic properties with constant-amplitude fatigue crack-growth experiments on standard geometry specimens. Crack growth is measured via periodic high-contrast image capture. Furthermore, Digital Image Correlation (DIC) is employed to evaluate plastic-zone development from periodic displacement-field measurements around the advancing crack tip.
The results demonstrate that the EBSB model—particularly in its direct sliding-box form—captures the general trends and order of magnitude of fatigue crack growth in aluminum alloys well. However, predictive accuracy is limited by the current formulation of the plastic energy dissipation term and by the treatment of stress-state transitions (plane stress/plane strain). The quantification of plastic-volume growth within the energy balance was varied in an attempt to capture increased energy absorption at low temperature. The model tends to overestimate crack-growth rates, especially for pronounced variations in yield strength and strain hardening relative to the 7075-T6 baseline. This effect is not mitigated by adopting larger plastic-zone approximations. For lower thicknesses of 7075-T6, however, using a larger plastic-zone estimate reduces model error, consistent with better agreement with the plane-stress assumption.
Overall, the EBSB model is sensitive to material-specific strain-energy absorption characteristics, particularly yield strength and the degree of strain hardening. Experimental observations confirm the expected increase in yield strength and work hardening at low temperature, but also reveal an unexpected decrease in ductility for the low-temperature 7075-T6 tests, highlighting the complex coupling between material behavior and environment. Improvements to the EBSB framework are proposed, including a parametrically defined plastic strain energy density derived from quasi-static stress--strain data and the introduction of a damping term to account for crack-shielding effects. Recommendations for future work include expanded cryogenic testing, improved DIC resolution, and the development of more robust analytical and numerical treatments to better capture strain hardening, stress-state transitions, and plastic-zone evolution.
Liner-less composite tanks are prone to safety-critical issues such as leakage. Leakage is caused by the presence of microcrack networks in the laminate. It is known that these crack networks arise due to thermo-mechanical loads. Element level testing is required to build a foundational understanding of the damage and leakage phenomena. The bulge test rig is capable of such element level testing, by mimicing multi-axial loads experienced by the tank structure at cryogenic temperature.
A digital twin is developed to provide deeper insights into the behaviour of the test rig and specimen. The validity of this digital twin is quantified by a 'multi-sensor' experimental campaign. The validation dataset is obtained on a range of test configurations, both at room and cryogenic temperature. Specifically, strain data is acquired using strain gauges, fibre-optic sensors and digital image correlation. Qualitative damage assessment of post-mortem specimen is conducted using ultrasound and optical microscopy, to compare the inter and intra-laminar damage initiation predictions of the digital twin.
The experimental-numerical analysis of the work is envisioned to contribute to a more representative design of bulge test specimen.
...
Liner-less composite tanks are prone to safety-critical issues such as leakage. Leakage is caused by the presence of microcrack networks in the laminate. It is known that these crack networks arise due to thermo-mechanical loads. Element level testing is required to build a foundational understanding of the damage and leakage phenomena. The bulge test rig is capable of such element level testing, by mimicing multi-axial loads experienced by the tank structure at cryogenic temperature.
A digital twin is developed to provide deeper insights into the behaviour of the test rig and specimen. The validity of this digital twin is quantified by a 'multi-sensor' experimental campaign. The validation dataset is obtained on a range of test configurations, both at room and cryogenic temperature. Specifically, strain data is acquired using strain gauges, fibre-optic sensors and digital image correlation. Qualitative damage assessment of post-mortem specimen is conducted using ultrasound and optical microscopy, to compare the inter and intra-laminar damage initiation predictions of the digital twin.
The experimental-numerical analysis of the work is envisioned to contribute to a more representative design of bulge test specimen.
To accurately characterize the new materials, the effect of their manufacturing process must be captured. While the standard split-disk test exists for wound specimens, it underpredicts their burst strength and fatigue life. Other attempts in literature have improved strength estimations but are not viable in fatigue, thus creating a challenge.
A new test method was developed, which uses a polyurethane ring to apply cyclic internal pressure. It was designed through finite-element analyses, fine-tuned through rigorous tests, and benchmarked against the standard method. It showed improved strain distribution and near-consistent performance in fatigue tests. Hence, it demonstrated potential for more accurate static and fatigue strength characterization of wound composites, with room for improvement through better alignment and even friction. ...
To accurately characterize the new materials, the effect of their manufacturing process must be captured. While the standard split-disk test exists for wound specimens, it underpredicts their burst strength and fatigue life. Other attempts in literature have improved strength estimations but are not viable in fatigue, thus creating a challenge.
A new test method was developed, which uses a polyurethane ring to apply cyclic internal pressure. It was designed through finite-element analyses, fine-tuned through rigorous tests, and benchmarked against the standard method. It showed improved strain distribution and near-consistent performance in fatigue tests. Hence, it demonstrated potential for more accurate static and fatigue strength characterization of wound composites, with room for improvement through better alignment and even friction.
Valid Simplified Model of a Motion-Compensated Offshore Crane
Experimental Approach with a Focus on the Dynamic Amplification Factor
The primary objective of this thesis is to develop a design methodology for creating effective inner support structures for double-walled vessel technology. The research is grounded in a practical context through a collaboration with AeroDelft, a student team at TU Delft currently retrofitting a Sling 4 aircraft for hydrogen-powered electric flight. As part of the next milestone in their Project Phoenix, AeroDelft aims to store 6 kg of LH2 in a double-walled vessel to meet the mission's requirements.
To begin, functional, operational, and constraint requirements were established for the inner support structure. A baseline design for the inner vessel and outer shell was then developed. Subsequently, four distinct inner support structure concepts were introduced, each with its own design intents and key considerations. These concepts were subjected to various analyses, including modal, thermo-mechanical, crash loads, and heat leakage, to assess their viability and ability to meet essential functional requirements. To determine the most performative design(s), the concepts were evaluated and compared based on the following performance metrics: gravimetric efficiency, heat leakage, safety, and feasibility of manufacturing and assembly.
The analyses demonstrated that all four design concepts meet the essential functional requirements, providing a solid foundation for further development or potential prototyping. While the focus was on a vessel designed for a small aircraft, the methodology and design insights are applicable to larger systems. Hence, this research contributes to advancing cryogenic storage solutions for hydrogen-powered aviation.
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The primary objective of this thesis is to develop a design methodology for creating effective inner support structures for double-walled vessel technology. The research is grounded in a practical context through a collaboration with AeroDelft, a student team at TU Delft currently retrofitting a Sling 4 aircraft for hydrogen-powered electric flight. As part of the next milestone in their Project Phoenix, AeroDelft aims to store 6 kg of LH2 in a double-walled vessel to meet the mission's requirements.
To begin, functional, operational, and constraint requirements were established for the inner support structure. A baseline design for the inner vessel and outer shell was then developed. Subsequently, four distinct inner support structure concepts were introduced, each with its own design intents and key considerations. These concepts were subjected to various analyses, including modal, thermo-mechanical, crash loads, and heat leakage, to assess their viability and ability to meet essential functional requirements. To determine the most performative design(s), the concepts were evaluated and compared based on the following performance metrics: gravimetric efficiency, heat leakage, safety, and feasibility of manufacturing and assembly.
The analyses demonstrated that all four design concepts meet the essential functional requirements, providing a solid foundation for further development or potential prototyping. While the focus was on a vessel designed for a small aircraft, the methodology and design insights are applicable to larger systems. Hence, this research contributes to advancing cryogenic storage solutions for hydrogen-powered aviation.
Crashworthiness Design with Bending Optimization in the Hybrid Cellular Automata Framework
A Design Methodology for Aircraft Sub-Floor Structures
This thesis aimed at incorporating the conventional aircraft-crashworthiness characteristic of plastic energy dissipation in plastic hinges in the energy based Hybrid Cellular Automata framework. The HCA principle is to optimize on cellular level, using information of each cell’s direct neighbors. For the proposed method, the inter-cell stress and strain information is used to reconstruct the cellular bending energy throughout the non-linear dynamic crash-analysis, providing greater stability than intra-level bending energy. The bending energy formulation was based on the assumption of linearly varying stresses and strains in bending. Several formulations have been formed to manipulate this energy promoting hinge-formation.
The framework has been tested on size optimization of a small-scale slender beam impact model, representing the final design case. Results show peak force reduction and greater displacements compared to the standard HCA crashworthiness model. However, improvements can be made such as inclusion of the non-linear stress and strain variation in the bending energy formulation, to more accurately account for large plastic strain.
Before testing whether the methodology improves the crashworthiness of aircraft, verification of the voxel-mesh approach was required. An A350-like aircraft has been simplified and idealized accordingly and compared with its detailed FEM crash-assessment. Simplifications include modelling only one frame and replacing the cabin and floor with a rigid body to reduce computational cost. Results show good agreement for the required level of detail of conceptual design, although it is recommended to idealize the cabin and floor as well. Once verified, the framework has been applied to the entire domain. ...
This thesis aimed at incorporating the conventional aircraft-crashworthiness characteristic of plastic energy dissipation in plastic hinges in the energy based Hybrid Cellular Automata framework. The HCA principle is to optimize on cellular level, using information of each cell’s direct neighbors. For the proposed method, the inter-cell stress and strain information is used to reconstruct the cellular bending energy throughout the non-linear dynamic crash-analysis, providing greater stability than intra-level bending energy. The bending energy formulation was based on the assumption of linearly varying stresses and strains in bending. Several formulations have been formed to manipulate this energy promoting hinge-formation.
The framework has been tested on size optimization of a small-scale slender beam impact model, representing the final design case. Results show peak force reduction and greater displacements compared to the standard HCA crashworthiness model. However, improvements can be made such as inclusion of the non-linear stress and strain variation in the bending energy formulation, to more accurately account for large plastic strain.
Before testing whether the methodology improves the crashworthiness of aircraft, verification of the voxel-mesh approach was required. An A350-like aircraft has been simplified and idealized accordingly and compared with its detailed FEM crash-assessment. Simplifications include modelling only one frame and replacing the cabin and floor with a rigid body to reduce computational cost. Results show good agreement for the required level of detail of conceptual design, although it is recommended to idealize the cabin and floor as well. Once verified, the framework has been applied to the entire domain.
Tow-Based Discontinuous Composites for Toughening Adhesively Bonded Composite Joints
Experimental investigation on the influence of UD/TBDC ply hybrid CFRP substrates on the mode I fracture toughness
For CFRP laminates, Double-Cantilever Beam (DCB) samples were tested across three configurations: a non-toughened baseline and two TBDC-toughened variants. Based on previous research, three DCB configurations identified as the most promising for leveraging TBDC toughening in adhesive joints were tested. The [90/45/-45/TBDC/0]s and [90/60/90/-60/TBDC/0]s laminate substrates were bonded with the low-toughness adhesive Araldite 2015-1, while the [0/TBDC/90_2/0]s substrate was bonded with AF 163-2U, a high-toughness adhesive.
TBDC-toughened CFRP laminates demonstrated up to 130% higher fracture toughness compared to non-toughened counterparts. This was due to TBDC material crack propagation mechanisms such as crack branching, deflection, and fiber bridging.
In adhesively bonded joints, TBDC interleaves in CFRP substrates enhanced the decay of fracture toughness in specimens where cracks deflected from the bond line into the substrate, leading to a less abrupt reduction after reaching peak values. Joints with low-toughness adhesive exhibited more than a 100% increase in crack length from peak fracture toughness to the final value compared to non-TBDC-toughened substrate joints. Meanwhile, joints with high-toughness adhesive demonstrated toughness values 150% to 750% greater than those observed in non-toughened configurations at comparable crack lengths.
These findings highlight the potential of TBDC interleaves to enhance joint toughness, presenting new pathways to improve the safety of composite bonded structures.
...
For CFRP laminates, Double-Cantilever Beam (DCB) samples were tested across three configurations: a non-toughened baseline and two TBDC-toughened variants. Based on previous research, three DCB configurations identified as the most promising for leveraging TBDC toughening in adhesive joints were tested. The [90/45/-45/TBDC/0]s and [90/60/90/-60/TBDC/0]s laminate substrates were bonded with the low-toughness adhesive Araldite 2015-1, while the [0/TBDC/90_2/0]s substrate was bonded with AF 163-2U, a high-toughness adhesive.
TBDC-toughened CFRP laminates demonstrated up to 130% higher fracture toughness compared to non-toughened counterparts. This was due to TBDC material crack propagation mechanisms such as crack branching, deflection, and fiber bridging.
In adhesively bonded joints, TBDC interleaves in CFRP substrates enhanced the decay of fracture toughness in specimens where cracks deflected from the bond line into the substrate, leading to a less abrupt reduction after reaching peak values. Joints with low-toughness adhesive exhibited more than a 100% increase in crack length from peak fracture toughness to the final value compared to non-TBDC-toughened substrate joints. Meanwhile, joints with high-toughness adhesive demonstrated toughness values 150% to 750% greater than those observed in non-toughened configurations at comparable crack lengths.
These findings highlight the potential of TBDC interleaves to enhance joint toughness, presenting new pathways to improve the safety of composite bonded structures.
The thesis draws some first guidelines for the design of LH2 aircraft families with rear tanks, with a special focus on the performance penalties due to tailplane commonality and its comparison to conventional designs. For this purpose, a methodology has been developed that systematically sizes the tailplane of an aircraft considering potential family members already in the preliminary design stage. The results revealed that lower performance penalty due to tailplane commonality can be expected for an LH2 family compared to kerosene powered designs. ...
The thesis draws some first guidelines for the design of LH2 aircraft families with rear tanks, with a special focus on the performance penalties due to tailplane commonality and its comparison to conventional designs. For this purpose, a methodology has been developed that systematically sizes the tailplane of an aircraft considering potential family members already in the preliminary design stage. The results revealed that lower performance penalty due to tailplane commonality can be expected for an LH2 family compared to kerosene powered designs.
The delamination onset method employs Kassapoglou & Socci’s analytical crack propagation model to describe matrix cracks within the laminate. This leads to closed-form expressions for the Strain Energy Release Rate associated with both crack propagation and the initiation of delaminations at crack tips. Both expressions are used to predict the delamination onset load and crack spacing. Predictions show excellent agreement with test results for cross-plies under
tension.
Regarding the delamination growth model, it assumes a constant distance between cracks during growth (crack saturation). Experimentally-obtained Mode II interlaminar fracture toughness equation and closed-form expressions for Strain Energy Release Rate for delamination growth are employed for predictions. The model overpredicts the initial delamination length but exhibits satisfactory agreement with test results for the delamination growth in cross-ply laminates under tension.
Combining all 3 models allows for a comprehensive prediction of crack propagation, delamination onset and delamination growth for general symmetrical laminates. This comprehensive approach enables the visualization of all relevant information in a single figure, providing a concise and informative representation of the damage processes. Moreover, the analytical model facilitates the construction of design curves to investigate delamination onset in detail. ...
The delamination onset method employs Kassapoglou & Socci’s analytical crack propagation model to describe matrix cracks within the laminate. This leads to closed-form expressions for the Strain Energy Release Rate associated with both crack propagation and the initiation of delaminations at crack tips. Both expressions are used to predict the delamination onset load and crack spacing. Predictions show excellent agreement with test results for cross-plies under
tension.
Regarding the delamination growth model, it assumes a constant distance between cracks during growth (crack saturation). Experimentally-obtained Mode II interlaminar fracture toughness equation and closed-form expressions for Strain Energy Release Rate for delamination growth are employed for predictions. The model overpredicts the initial delamination length but exhibits satisfactory agreement with test results for the delamination growth in cross-ply laminates under tension.
Combining all 3 models allows for a comprehensive prediction of crack propagation, delamination onset and delamination growth for general symmetrical laminates. This comprehensive approach enables the visualization of all relevant information in a single figure, providing a concise and informative representation of the damage processes. Moreover, the analytical model facilitates the construction of design curves to investigate delamination onset in detail.
Optimisation of Fibre Metal Laminate Splice Designs with Focus on Fatigue Performance
A Multi-Disciplinary Approach
The bulk of research into the splice joint has been conducted in the early 2000s for the A380 program, where a specific type of splice has been implemented, the overlap splice. While it is a proven design, it was expected that other splice designs could be as good if not better than the overlap splice. Further, the pre-existing design guidelines on the splices were not suited for detailed design that would target specific mechanical strengths of the joint, like durability and
damage tolerance. Therefore, this research focused on design iterations of the two splice types, the butt splice and the overlap splice, that would provide insights into splice design guidelines against fatigue and demonstrate which splice configuration is a superior joint. An extension
of this research focuses on identification of location and lifetime to damage initiation within the splice using analytical numerical methods, which was previously done on uninterrupted FMLs, but not on spliced FMLs.
Research comprises of a multi-disciplinary approach, combining Finite Element Method (FEM), numerical predictive modelling and experimental investigations that then also doubled as means of validation of the models built. Design iterations were based on the influence that the parameters, labeled a through e, within the splice joint have on the overall stress field within the joint and how that affects the joint’s fatigue life to damage initiation, Ni, a fatigue
performance indicator of the study. It has been discovered that changing the tolerances within the splices provides little influence on the stress field within the splice, which resulted in several iterations of the splice design approaching smaller and more lightweight joint alterations. The designs showed excellent durability characteristics when compared to the Limit of Validity (LOV) cycles set by the aviation authorities, such as EASA and FAA. The Finite Element (FE) model was able to accurately depict the stress field within the splice, validated by the experimental data through strain fields captured using Digital Image Correlation (DIC) technique, and consequently accurately pointed to the location of damage initiation, which in all cases was the outer-most overlap on the flush side of the joint. Along with the adapted predictive numerical model it was possible to predict the damage initiation lives in the spliced specimens with a blunt notch. The predictions in the samples without the notch resulted in far lesser agreement with experiments. This was likely caused by to the limitations of the model, which only took into account quasi-static loading without damage and is highly dependent on the reference data used.
It was concluded that splices can be designed smaller and lighter than previously done due to the tighter tolerances allowed within the splice. Overlaps of 5 mm in both the unnotched butt splice and the unnotched overlap splice, however, resulted in an alternative damage progression mode, specifically a complete delamination of the external overlap rather than metal fatigue cracking. This is attributed to the rising average shear stress in the adhesive. Regardless, the smallest and lightest iterations of the butt splice and the overlap splice with
5 mm overlaps and gaps between aluminium interruptions showed excellent durability and the design iterations were found to affect the damage initiation life very little, considering that fatigue damage initiation is a subject to scatter. It is hard to draw a concrete conclusion on the damage tolerance of the updated designs due to alternative damage modes and lack of research thereof. While both splice types were deemed to be successful in their role of a joining structure, the butt splice was concluded to be superior to the overlap splice when it came to fatigue performance, consistently developing visible damage later than the overlap splice. This gap in fatigue performance is expected to expand if thicker layers or larger number of layers are to be considered. This is because of the secondary bending which occurred in the joint, more so for the overlap splice than the butt splice judging from FEA results and experiments.
It is recommended that a more extensive FE model is developed using the model built in this research as a foundation. The current model could be expanded in several ways, such as simulations of damage progression, individual modelling of the fibre layers, fibre failure models, and a curing simulation. This will improve the validity of the methodology, specifically concerning the unnotched splice specimens, and improve the predictions of not only initiation lives, but also failure lives.
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The bulk of research into the splice joint has been conducted in the early 2000s for the A380 program, where a specific type of splice has been implemented, the overlap splice. While it is a proven design, it was expected that other splice designs could be as good if not better than the overlap splice. Further, the pre-existing design guidelines on the splices were not suited for detailed design that would target specific mechanical strengths of the joint, like durability and
damage tolerance. Therefore, this research focused on design iterations of the two splice types, the butt splice and the overlap splice, that would provide insights into splice design guidelines against fatigue and demonstrate which splice configuration is a superior joint. An extension
of this research focuses on identification of location and lifetime to damage initiation within the splice using analytical numerical methods, which was previously done on uninterrupted FMLs, but not on spliced FMLs.
Research comprises of a multi-disciplinary approach, combining Finite Element Method (FEM), numerical predictive modelling and experimental investigations that then also doubled as means of validation of the models built. Design iterations were based on the influence that the parameters, labeled a through e, within the splice joint have on the overall stress field within the joint and how that affects the joint’s fatigue life to damage initiation, Ni, a fatigue
performance indicator of the study. It has been discovered that changing the tolerances within the splices provides little influence on the stress field within the splice, which resulted in several iterations of the splice design approaching smaller and more lightweight joint alterations. The designs showed excellent durability characteristics when compared to the Limit of Validity (LOV) cycles set by the aviation authorities, such as EASA and FAA. The Finite Element (FE) model was able to accurately depict the stress field within the splice, validated by the experimental data through strain fields captured using Digital Image Correlation (DIC) technique, and consequently accurately pointed to the location of damage initiation, which in all cases was the outer-most overlap on the flush side of the joint. Along with the adapted predictive numerical model it was possible to predict the damage initiation lives in the spliced specimens with a blunt notch. The predictions in the samples without the notch resulted in far lesser agreement with experiments. This was likely caused by to the limitations of the model, which only took into account quasi-static loading without damage and is highly dependent on the reference data used.
It was concluded that splices can be designed smaller and lighter than previously done due to the tighter tolerances allowed within the splice. Overlaps of 5 mm in both the unnotched butt splice and the unnotched overlap splice, however, resulted in an alternative damage progression mode, specifically a complete delamination of the external overlap rather than metal fatigue cracking. This is attributed to the rising average shear stress in the adhesive. Regardless, the smallest and lightest iterations of the butt splice and the overlap splice with
5 mm overlaps and gaps between aluminium interruptions showed excellent durability and the design iterations were found to affect the damage initiation life very little, considering that fatigue damage initiation is a subject to scatter. It is hard to draw a concrete conclusion on the damage tolerance of the updated designs due to alternative damage modes and lack of research thereof. While both splice types were deemed to be successful in their role of a joining structure, the butt splice was concluded to be superior to the overlap splice when it came to fatigue performance, consistently developing visible damage later than the overlap splice. This gap in fatigue performance is expected to expand if thicker layers or larger number of layers are to be considered. This is because of the secondary bending which occurred in the joint, more so for the overlap splice than the butt splice judging from FEA results and experiments.
It is recommended that a more extensive FE model is developed using the model built in this research as a foundation. The current model could be expanded in several ways, such as simulations of damage progression, individual modelling of the fibre layers, fibre failure models, and a curing simulation. This will improve the validity of the methodology, specifically concerning the unnotched splice specimens, and improve the predictions of not only initiation lives, but also failure lives.