Structural health monitoring sensory arrangement integrated within a self-healing system

Abstract

An integrated system and method to acquire the health state of a structure identifying the presence of damage, and to self-repair the damage in the considered structure. A sensor network installed in the structure is interrogated by a dedicated hardware for damage detection. In case of damage is detected by the sensor network in the structure, the sensor network is triggered and generates harmonic excitation in the structure. Due to the excitation, the natural frequency of vascular microtubes and/or capsules presented in the structure is reached, promoting their disruption. The vascular microtubes and/or capsules disruption along the damage releases the healing compound, repairing the damaged portion of the structure.

Claims

1. A system for assessing the condition of and self-repairing a structural platform comprising: a Structural Health Monitoring System (SHM) comprising a plurality of transducers, including a plurality of pairs of actuators and sensors, a generator device to excite the at least one of said sensors to produce ultrasonic guided waves and a signal processor device to receive signals of damage detected in the structural platform; a Self-Healing System (SHS) comprising a self-healing material including a matrix of at least one polymer material, wherein a set of vascular microtubes or capsules are uniformly distributed and embedded in the matrix, the set of vascular microtubes or capsules containing a liquid healing-agent, the Self-Healing System is configured to create harmonic response achieving a natural frequency of the vascular microtubes or capsules thereby causing resonance or other constructive interference that disrupts the vascular microtubes or capsules so the vascular microtubes or capsules release the liquid agent to self-heal and repair detected structural damage in the damaged region; and wherein the SHM system and the SHS system are integrated with a unique or distinct network of the sensors and plurality of pairs of actuators, wherein: the integrated system (SHM+SHS) is exclusively one box control, or with box control separated for SHM and SHS.

2. The system according to claim 1, wherein the sensors comprise fiber optics sensors or piezoelectric sensors.

3. The system according to claim 1, wherein the structural health monitoring system uses electromechanical impedance or acoustic emission.

4. The system according to claim 1, wherein the network of the sensors and plurality of pairs of actuators is embedded in the structure.

5. The system according to claim 1, wherein the generator device for the excitation is a mechanical, electrical, and/or thermal generator.

6. The system according to claim 1, wherein the generator device for the excitation is the SHM system or the SHS system or another independent system.

7. The system according to claim 1, wherein the self-healing system comprises agents microencapsulated or microvascular networks or crosslinked thermo-reversible or adding an additive in thermoplastic thermofix matrix or elastomers with supramolecular structures with hydrogen bonds or molecular interdiffusion or repair photoinduced or living polymer.

8. The system according to claim 1, wherein the self-healing system comprises microencapsulated agents.

9. The system according to claim 1, wherein the self-healing system comprises microvascular networks.

10. The system according to claim 1, wherein the self-healing system comprises crosslinked thermo-reversible.

11. The system according to claim 1, wherein the self-healing system comprises thermoplastic thermofix matrix activatable by adding an additive.

12. The system according to claim 1, wherein the self-healing system comprises elastomers with supramolecular structures with hydrogen bonds.

13. The system according to claim 1, wherein the self-healing system comprises elastomers with supramolecular structures with molecular interdiffusion.

14. The system according to claim 1, wherein the self-healing system comprises elastomers with supramolecular structures with repair photoinduced polymer.

15. The system according to claim 1, wherein the self-healing system comprises elastomers with supramolecular structures with living polymer.

16. The system according to claim 1, wherein the network of the sensors and plurality of pairs of actuators is not embedded in the structure.

17. An integrated system for assessing the condition of and self-repairing a structural platform comprising: a plurality of actuators and sensors, at least one generator coupled to the plurality of actuators, the at least one generator exciting at least one of said plurality of actuators to produce ultrasonic guided waves, a signal processor coupled to the sensors, the signal processor is configured to process signals representing waves the sensors receive that are detected from damage in the structural platform to identify a damaged region; a self-healing material including a matrix of at least one polymer material and vascular microtubes or capsules distributed and embedded in the material, the vascular microtubes or capsules containing a liquid healing-agent, the signal processor is configured to control the at least one generator to selectively create harmonic response achieving a natural frequency of the vascular microtubes or capsules thereby causing resonance or other constructive interference that disrupts the vascular microtubes or capsules so the vascular microtubes or capsules release the liquid agent to self-heal and repair structural damage in the identified damaged region.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) The following detailed description of exemplary non-limiting illustrative embodiments is to be read in conjunction with the drawings of which:

(2) FIG. 1 shows an example non-limiting SHM system (in this case analogized to a system resembling the human nervous system) integrated with the SHS (in this case analogized to a system resembling the human vascular system);

(3) FIG. 2 shows an example non-limiting damage detection and healing by SHM sub-system integrated with SHS sub-system;

(4) FIGS. 2A and 2B show more detailed breakouts of FIG. 2;

(5) FIG. 3 shows an example non-limiting process for structural integrity management evaluation and self-healing;

(6) FIG. 4A shows an example non-limiting system for structural integrity management evaluation and self-healing; and

(7) FIG. 4B shows an example non-limiting software structure.

DETAILED DESCRIPTION

(8) In an example non-limiting embodiment, system and method for damage detection for structural platforms using structural health monitoring is integrated to a system and method capable of repairing the damage in the structure considering a self-healing system.

(9) Using a sensory network based on a Structural Health Monitoring (SHM) system, the system informs a damage assessment with maturity and robustness.

(10) An output of the SHM system is the damage characterization, which can be based on:

(11) Detection;

(12) Localization; and/or

(13) Quantification (sizing or/and load intensity).

(14) After knowing about the characterization of the damage, a Self-Healing System (SHS) that may be independent is integrated to the SHM system. The integrated SHS to SHM arrangement allows self-healing of damage in the structure through the use of smart materials systems containing micro vascular architecture and/or micro capsular architectures.

(15) Like the human nervous system shown in FIG. 1, the example non-limiting SHM system senses the presence of damage. Also like the human vascular system, the non-limiting SHS performs self-healing of the damage. In this approach, these systems are independent but integrated, exchanging information (see FIG. 1).

(16) In more detail, referring to FIG. 1, the SHM senses that there is a problem (Houston, we have a problem). Such an optimized SHM can provide a sensory network that can inform of damage based on maturity, robustness and/or online damage assessment. Such an SHM is integrated with an SHS system, which can be independent of the SHM and permit aerospace or other platforms to provide self-healing of structural damage through complex materials systems containing microvascular architectures. Such self-healing can be capsule-based, vascular based, intrinsic, e.g., through use of a polymer healing agent (using microcapsules and catalyst to provide self-healing of cracks or other structural damage for example). This is similar to how the human body characterizes damage by detection, localizes and quantifies damage (e.g., by sizing and/or intensity) such as detecting injury of the hand and then self-heal.

(17) Therefore, example non-limiting embodiments provide a structural integrity management system providing the integration of a SHM sub-system that continually or continuously evaluates a structural platform. When the system detects damage, the system starts to generate excitation (mechanical, electrical, thermal, etc.) in the region nearby the damage, thereby triggering the self-healing system. In this approach, excitation is applied to the structure creating harmonic response until achieving the natural frequency of vascular microtubes and/or capsules that belong to the SHS sub-system (see FIG. 2(1)). Such harmonic response in one example implementation causes resonance or other constructive interference (see FIG. 2a). This harmonic response disrupts vascular microtubes and/or capsules (see FIG. 2(b)) so that they perform self-healing and repair structural damage in the damaged region (see FIG. 2(3), 2(4)).

(18) For example, as shown in FIG. 2(b), micro-tubes disposed in an area subjected to a constructively-interfering vibrational wave pattern can self-heal. For example, in one non-limiting example, a micro-encapsulated healing agent is embedded in a structural composite matrix containing a catalyst capable of polymerizing the healing agent. In this example embodiment, the harmonic response selectively induces cracks in the matrix. Different vibrational patterns can induce cracks or other disturbances in different areas. The cracks or other disturbances induced by the harmonic response rupture the microcapsules in the area of the cracks, releasing the healing agent into the crack plane through capillary action. The released healing agent contacts the catalyst, triggering polymerization that bonds the crack faces closed. See e.g., Martinez-Lucci et al., Self Healing in Metal Castings (American Foundry Association, 2011), incorporated herein by reference.

(19) FIG. 4A shows an example non-limiting system and FIG. 3 shows example non-limiting process steps. Referring to FIG. 4A, an example system 100 may include one or more computer processors 102 coupled to non-transitory storage 104 storing executable program instructions. For example, in one embodiment, processor 102 may comprise a microprocessor, gate array, computer processor, digital signal processor or other device that can perform a sequence of operations. In one example non-limiting embodiment, processor 102 executes a computer program comprising a sequence of program instructions (including a main routine 152 and one more subroutines 154, 156, 158 shown in FIG. 4B) stored in non-transitory storage device 104. In the example shown, the main routine software 150 executed by processor 102 calls a structural evaluation routine 152 that reads damage sensors 106 to perform structural evaluation 302. If no damage is detected (no exit to decision block 304), the main routine 150 can continually monitor the structure of interest until damage is detected (yes exit to decision block 304). Once such damage is detected, the main routine 150 calls a damage detection subroutine 154 to perform damage detection 306. Such damage detection can for example determine the precise extent, type and location of the damage, once again using one or more damage sensors 105. Damage sensors 106 can comprise any type of sensors such as optical, visual, machine vision, vibration testing, flex testing, strain gauges, temperature, deformation testing, audible or sound sensing, ultrasonic, infrared imaging, ultraviolet imaging, or any other type of sensing.

(20) Once the precise location of the damage has been detected, main routine 150 can call the harmonic response generator excitation routine 156. Harmonic response generator excitation routine 156 operates in conjunction with harmonic response generator/exciter 106 to generate a harmonic response in the structure of interest. As one example, harmonic response generator 106 can comprise one or more vibrational transducers that generate vibration in a pattern and at a frequency and location that will disrupt capsules and/or nanotubes as described above to provide healing and repair (see block 308, 310, 312). The self-healing system may for example be accomplished as agents microencapsulated or microvascular networks or crosslinked thermo-reversible or adding an additive in thermoplastic thermofix matrix or elastomers with supramolecular structures with hydrogen bonds or molecular interdiffusion or repair photoinduced or living polymer.

(21) One example non-limiting Structural Health Monitoring System (SHM) can comprise a plurality of transducers, including a plurality of pairs of actuators and sensors, a generator device to excite at least one of said sensors to produce ultrasonic guided waves, and a signal processor device to receive the signals reflected from damage identification. The example Self-Healing System (SHS) can comprise a self-healing material including a matrix of at least one polymer material, wherein a set of capsules are uniformly distributed and embedded in the matrix containing a liquid healing-agent, wherein the SHM system and the SHS system are integrated with a unique or distinct network of sensors/actuators. For example, the integrated system (SHM+SHS) can be exclusively one box control, or the integrated system (SHM+SHS) may be with box control separated for SHM and SHS. In one example non-limiting implementation, the sensors may comprise fiber optics sensors or piezoelectric sensors, and the structural health monitoring may comprise Lamb waves or electromechanical impedance or Fiber Bragg gratings or acoustic emission. In one example non-limiting implementation, the network sensors may be embedded in the structure or not embedded in the structure, and the generator device for the excitation may be mechanical, electrical and/or thermal.

(22) Main routine 150 may then re-call structural evaluation subroutine 152 to re-evaluate the structure to determine whether it has been sufficiently healed and repaired to continue to be used. The process shown in FIG. 3 can be performed recursively until the structure is self-healed, or until main routine 150 determines that the structure cannot be self-healed and must instead be manually repaired or replaced (report generating subroutine 158). Thus, after healing, the SHM sub-system may also perform a reassessment of the structure certifying if the structure is safe for operation (see FIG. 3).

(23) While the invention has been described in connection with what is presently considered to be the most practical and preferred embodiments, it is to be understood that the invention is not to be limited to the disclosed embodiments, but on the contrary, is intended to cover various modifications and equivalent arrangements included within the spirit and scope of the appended claims.