Passive damped deployment of full composite structures

Latest revision as of 11:47, 12 October 2022

1 Scope of the study

This study aims to verify if a mixture of rigid and flexible epoxy resins, reinforced with carbon fibres, could change its mechanical properties (stiffness and damping) by changing the resins proportion. If so, this fact could be used to improve the performances of some space applications.

Once these materials were characterised experimentally, the stiffness and damping properties obtained from the tests were used in finite element simulations to study the effect of the different matrix mixes in a potential space application: the deployment of a tubular tape-spring composite hinge.

2 Materials and methods

Four resins mixtures of rigid and flexible epoxy resins were considered in this project:

Table 1. Resin system combinations

Material Reference	Material label	Rigid resin (%)	Flexible resin (%)
1	R25	25	75
2	R50	50	50
3	R75	75	25
4	R100	100	0

These resins mixtures were reinforced using different layers of carbon fibre plain fabric to manufacture the test coupons, depending on the type of test performed on the coupon.A series of tests were conducted in order to determine the materials properties:

Stiffness was characterised through the Young’s modulus in both axial tensile tests and four-point bending tests:

Axial tensile tests are designed to measure the tensile modulus of elasticity. A universal test machine has been used.

The objective of the four-point bending tests is to measure the bending modulus of elasticity. A universal test machine with adequate test fixtures has been used.

For measuring the damping, the amplitude decay logarithm increment method was used and the critical damping ratio and an equivalent Rayleigh stiffness-proportional damping model coefficient [1] were obtained.

The pre-load loss was also investigated through creep tests in which the capability of the material for bearing a constant load for a long time is verified. In these tests, the coupons are bent 180 degrees with a radius of 20 mm. The applied load was maintained constant and the position of the tip of the coupon was registered over time.

The thermal stability at high temperatures was verified by applying the following cycle: 20 °C to 150 °C, heat up rate 1 °C/min, and dwell 60 minutes at 150 °C.

Once these materials were characterised, they were used in finite element simulations to study the deployment of a tubular tape-spring composite hinge. MSC/Marc finite element software was used for the analyses.

The four considered materials had the same laminate layout (2 layers ±45, with a total thickness of 0.22 mm). The following image shows the overall geometry of the model and the fibre orientation (±45) with respect to the hinge longitudinal axis.

Figure 2.1. Fibre orientation.

Each material was modelled as an equivalent homogeneous orthotropic shell. From the symmetry of the layout, the longitudinal and transversal Young’s moduli are equal and determined from the tests. The shear modulus was approximated to be twice the longitudinal modulus. This ratio was obtained in previous studies of a similar material [2]. The Poisson ratio was considered to be 0.76 for all materials [2]. Its influence in the results is negligible. This way, the only parameter related to stiffness to be determined by test is the longitudinal Young’s modulus.

On the other hand, damping is perhaps the most unrealistic part of any dynamic model. The mechanisms by which a structure dissipates mechanical energy are not well understood and, consequently, damping models are distant approximations. Different damping models can be found in bibliography, all giving different results. Usually, the only feature that can be demanded to a damping model is the overall loss of energy that produces to be correct. The damping model used in the simulations was the Rayleigh’s proportional damping model with only stiffness proportional coefficient ${\textstyle \beta }$ [1]. Two approaches were considered:

1) ‘

approach’: Assuming that the parameter

found in damping tests is a material property and, thus, has the same value in all conditions (for any geometry made with the tested material).

2) ‘

approach’: Assuming that the critical damping ratio

found in damping tests is a material property and consequently it has the same value in all conditions (for any geometry made with the tested material). For this assumption, and due to the fact that only the Rayleigh’s parameters can be introduced in MSC/Marc software, the following equivalence is established:

being

the natural frequency of the tubular tape-spring hinge model. This approach was only carried out for the materials labelled as R100 and R25.

The finite element model took into account the following issues:

Material linear behaviour.

Damping is modelled with Rayleigh’s model, considering only the stiffness term.

Large displacements.

Implicit numeric solver.

The four hinges had the same geometry which is shown below:

Figure 2.2. Hinge geometry

Following figure shows the boundary conditions applied to the FEM for its initial folding manoeuvre:

Figure 2.3. Boundary conditions.

3 Results

3.1 Materials Tests Results

3.1.1 Axial Tensile Test

The tensile tests were carried out until fracture. The following table shows the measured average Young’s modulus at the linear part of the stress-strain curve, and the ultimate strength:

Table 2. Average Young´s modulus and material strength

Material (rigid resin percentage)	Young's modulus (GPa)	Strength (MPa)
100	6.02	172
75	1.38	151
50	0.55	112
25	0.27	53

3.1.2 Four Point Bendings Test

The following table shows the average calculated modulus of elasticity.

Table 3. Average bending stiffness coefficient and calculated Young´s modulus

Material (rigid resin percentage)	Average stiffness (N·mm^-1)	Young’s modulus (GPa)
100	17.10	6.75
75	15.29	6.04
50	10.74	4.24
25	5.04	1.99

3.1.3 Damping test

Next table shows the obtained average damping ratio ${\textstyle \xi }$ , natural frequency ${\textstyle {f}_{n}}$ and corresponding Rayleigh’s model ${\textstyle \beta }$ coefficient for each material.

Table 4. Average damping ratio, natural frequency and Rayleigh’s model

coefficient.

Material (rigid resin percentage)	Damping ratio ${\textstyle \xi }$	Natural frequency (Hz) ${\textstyle {f}_{n}}$	Rayleigh’s coefficient (s·rad^-1) $\beta =\,\,{\frac {\xi }{\pi {f}_{n}}}$
100	0.010	262.84	1.20E-05
75	0.014	241.93	1.84E-05
50	0.023	229.65	3.17E-05
25	0.038	224.61	5.38E-05

3.1.4 Creeps Test

The coupons with 100% and 50% rigid resin respectively collapsed after only one day. It was found out that the designed test rig did not maintain a constant load over the coupon, contrary to what could be thought. As the material creeps and its stiffness is reduced, the change in the coupon shape increases the moment at the critical point, which in turn increases the deformation, and so on, which can cause the collapse of the coupon. Creep test methodology must be reviewed for avoiding the increasing of the coupon stress.

Two coupons (75% and 25% rigid resin respectively) survived the objective time of 30 days. Next figure shows the evolution of the coupon tip height along the time.

Figure 31. Creep tests results.

3.1.5 Termal Stability Tests

No effect on the samples was visually detected neither during the heat up ramp nor the 150 ºC dwell. After the 60 min at 150 ºC all of them presented a similar behaviour to the sample at room temperature. After the test, visual inspection showed no failures, defects or micro-cracking in the coupons.

3.2 Potential Space Application

The material properties obtained in the material characterisation tests were used to simulate the tubular tape-spring composite hinge.

The folding simulation was carried out in two stages. A tape-spring hinge has a high bending stiffness in the fully deployed configuration. Therefore, to reproduce the folding a hinge without imposing very large strains, the process begins by pinching and flattening the hinge between two rigid surfaces. Then, the folding itself is produced.

Once the hinge is completely folded, the system is stable after a short period of time. The deployment simulation starts when one of the pivot points is released.

Figure 3.2. Analysis sequence.

Figure 3.3 (cont’d). Analysis sequence.

3.3 ${\textstyle {\mathit {\boldsymbol {\beta }}}}$ Approach3.3 β {\textstyle {\mathit {\boldsymbol {\beta }}}} Approach

Table 5. shows a summary of the simulations results for the β approach.

Table 5. Results summary (β approach)

Hinge	Max. Angular velocity	Max. Reaction torque at the embedment	Reaction torque at the embedment at 180°	Min. Reaction torque at the embedment (before 150°)	Max. Von Mises stress	Deployment time
Hinge	(rad/s)	(Nm)	(Nm)	(Nm)	(MPa)	(s)
R100	28.3	11.6	1.00	0.082	718	0.259
R75	33.9	10.4	0.90	0.072	644	0.274
R50	21.7	8.2	0.64	0.054	464	0.321
R25	17.8	3.5	0.31	0.0247	220	0.465

Table 5 (cont’d): Results summary (β approach)

Hinge	Bending Modulus	Max. strain energy	Kinetic energy at 0°	Dissipated energy at 0°	Energy ratio at 0° (Dissipated energy / Max. strain energy)
Hinge	(GPa)	(J)	(J)	(J)	-
R100	6.75	0.670	0.584	0.068	0.102
R75	6.04	0.602	0.537	0.055	0.091
R50	4.24	0.433	0.377	0.047	0.11
R25	1.99	0.205	0.183	0.019	0.093

The energy ratio shown in

Table 5 compares the dissipated energy with the initial strain energy before deployment (last column data). This value is approximately constant in the four simulations with the different material models and does not follow any understandable rule. This is a contradiction with what is found in the damping tests (the higher the flexible epoxy resin percentage, the higher the ratio of dissipated energy with respect to the total energy). It has been thought that the origin of this contradictory result is the assumed hypothesis that the Rayleigh’s damping model parameter is a material constant that can characterise the damping behaviour of the material in all conditions. So, this hypothesis should be verified.

3.4 ${\textstyle {\mathit {\boldsymbol {\xi }}}}$ Approach3.4 ξ {\textstyle {\mathit {\boldsymbol {\xi }}}} Approach

The same folding and deployment manoeuvres were simulated with the R100 and R25 materials but following the ${\textstyle \xi }$ approach. Following table shows the results obtained in terms of relevant deployment features for the considered models.

Table 6.: Results summary for the hinges (

approach)

Hinge	Max. Angular velocity (rad/s)	Max. Reaction torque at the embedment (Nm)	Reaction torque at the embedment at 180° (Nm)	Min. Reaction torque at the embedment (before 150°) (Nm)	Deployment time (s)
R100	28.3	11.1	1.07	0.067	0.263
R25	12.6	3.36	0.32	0.026	0.475

Table 6 (cont’d): Results summary (

approach)

Hinge	Bending Modulus	Max. strain energy	Kinetic energy at 0°	Dissipated energy at 0°	Energy ratio at 0° (Dissipated energy / Max. strain energy)
Hinge	(GPa)	(J)	(J)	(J)	-
R100	6.75	0.67	0.567	0.0831	0.124
R25	1.99	0.205	0.173	0.031	0.151

These results show a substantial increase of the energy ratio shown in the last column when the percentage of flexible resin increases, which is reasonable and shows very promising results for this space application.

4 Weight and Cost Study

A coarse comparison between the weight, performance and manufacturing and assembly costs of a full CFRP deployable boom with integrated slotted hinges with different epoxy resins and the same structure with traditional metallic hinges was done for a typical space application. Possible future Thor ESA mission was selected, which contains several booms. Two of them are part of the magnetometer and their design was studied. The magnetometer contains two 6.3 meter long boom deployed from three segments. Following figure shows a spacecraft image and the stowed booms on the spacecraft.

Figure 4. 1. Thor mission booms and magnetometer stowed configuration.

The following conclusions were obtained:

The use of CFRP slotted hinges made with 100% rigid epoxy resin can reduce the weight of the boom (9% for the considered boom) and its cost (to 64%) compared to the solution with metallic hinges for the same mechanical requirements.

The use of CFRP slotted hinges made with 25% rigid epoxy and 75% flexible epoxy can maintain the weight of the boom, reduce its cost (to 64%) compared to the solution with metallic hinges and additionally increase its damping properties to values where the dynamic effects of the environmental loads, deployment manoeuvre and deployed loads can be mitigated.

Additional weight can be saved at the expense of a reduction in damping (but still being more damped that a metallic hinge solution), as it is shown in the following figure:

Figure 4. 2. Mass/damping comparison for booms with similar behaviour and other possible intermediate solutions (in dashed line)-

Additionally, a potential pointing accuracy improvement of the application has been outlined, due to its simpler design compared to the boom with metallic hinges.

5 Conclusions

The results of this project have proven that the concept of a material which properties (stiffness and damping) can be tuned for the intended application is feasible: a carbon fibre reinforced mixture of rigid and flexible epoxy resins changes its stiffness and its damping capacity as the proportions of the resins in the mixture changes.

Both properties are strongly related (one increases when the other decreases), but it is likely possible to find compromise points between them that improve a specific space application. In particular, it is thought that a CFRP slotted hinge can be developed with this material and its stiffness and damping properties can be adapted to a specific mechanical requirement.

Additionally, it has been shown that a space application such the one presented in the present study would be improved in terms of weight and cost if CFRP slotted hinges were used.

Next intended steps for this activity are to further investigate on the material behaviour and its damping modelling, and to develop, manufacture and test a breadboard of a space application where its advantages can be demonstrated.

Acknowledgements

This activity is carried out in the scope of the ESA Innovation Triangle Initiative - CN 4000114438/15/NL/CBi/GM.

Referencias

[1] Jia, Junbo. Essentials of Applied Dynamic Analysis. Springer, 2014. ISBN: 978-3-642-37002-1.

[2] Mallikarachchi, H.M. Yasitha Chinthaka. Thin-walled composite deployable booms with tape-spring hinges. Ph.D. Thesis. University of Cambridge, 2011.

Latest revision as of 11:47, 12 October 2022

1 Scope of the study

2 Materials and methods