Chapter
Apr 15, 2021

Smart Glove: A Novel Robotic-Assisted Active Sensing Method for Detection of Cup-Lock Joint Looseness in Scaffolding

Publication: Earth and Space 2021

ABSTRACT

Regarding the inevitable self-destruction of the Earth, we may expect the potential of the Moon to work as an alternative for future survival. To achieve life on the Moon, we first need to establish permeant residence bases. While severe plans have attempted to construct infrastructure on the Moon, a severe problem that we face is how to accurately detect and ensure the integrity of the temporary structural connections (e.g., scaffolds), whose failures can induce terrible catastrophe that lead to severe impairment. Current structural health monitoring (SHM) methods for scaffolds on the Earth depend on constant sensor-deployment, which requires a continuous power supply and good durability, and thus they may be impractical in terms of harsh environments on the Moon. Therefore, in this paper, we attempt to propose a novel robotic-assisted active sensing method to detect the integrity of the cup-lock joint of scaffolding. Particularly, a pair of PZT-enabled smart gloves (SGs) is designed and worn on a robotic manipulator that can grasp the scaffolding, and integrity can be judged by analyzing signals via our new proposed damage index (DI) based on entropy. Compared to current SHM methods, the proposed method can avoid constant interaction between structures and transducers, thus improving maneuverability and survivability. Moreover, the proposed entropy-based DI can mitigate the saturation problem of current DI (i.e., signal energy) of active sensing method effectively, which dramatically enhances the practicability in future applications.

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REFERENCES

Bong, J. K., Lee, H. D., Kim, S., Mha, H. S., Yim, D. K., and Won. J.H. (2019) “Probabilistic characteristics of moment capacity and rotational stiffness of wedge joints used in support systems reflecting reused members.” Appl. Sci., 9(19), 4056.
Chan, S. L., Huang, H. Y., and Fang, X.L. (2005) “Advanced analysis of imperfect portal frames with semirigid base connections.” J. Eng. Mech., 131(6), 633-640.
Huo, L., Wang, F., Li, H., and Song, G. (2017) “A fractal contact theory based model for bolted connection looseness monitoring using piezoceramic transducers.” Smart Mater. Struct., 26(10), 104010.
Lattanzi, D., and Miller, G. (2017) “Review of robotic infrastructure inspection systems.” J. Infrastruct. Syst., 23(3), 04017004.
Li, N., Wang, F., and Song, G. (2019) “New entropy-based vibro-acoustic modulation method for metal fatigue crack detection: An exploratory study.” Measurement, 150 107075.
Liu, H.B, Jia, L., Wen, S. L., Liu, Q., Wang, G., and Chen, Z.H. (2016) “Experimental and theoretical studies on the stability of steel tube-coupler scaffolds with different connection joints.” Eng. Struct., 106, 80-95.
Mehri, H., and Crocetti, R. (2016) “Scaffolding bracing of composite bridges during construction.” J. Bridge Eng., 21(3), 04015060.
Myung, H., Jung, J., and Jeon, H. (2012) “Robotic SHM and model-based positioning system for monitoring and construction automation.” Adv. Struct. Eng., 15(6), 943-954.
Peng, J. L., Pan, A. D., Chen, W. F., Yen, T., and Chan, S.L. (1997) “Structural modeling and analysis of modular falsework systems.” J. Struct. Eng., 123(9), 1245-1251.
Peng, J.L, Wu C.W, Chan S. L., and Huang, C.H. (2013) “Experimental and numerical studies of practical system scaffolds.” J. Construct. Steel Res., 91, 64-75.
Pienko, M., and Blazik-Borowa, E. (2013) “Numerical analysis of load-bearing capacity of modular scaffolding nodes.” Eng. Struct., 48, 1-9.
Wang F., Chen Z., and Song G. (2020) “Monitoring of multi-bolt connection looseness using entropy-based active sensing and genetic algorithm-based least square support vector machine.” Mech. Syst. Signal Process., 136 106507.
Wang, F., Huo, L., and Song, G. (2018) “A piezoelectric active sensing method for quantitative monitoring of bolt loosening using energy dissipation caused by tangential damping based on the fractal contact theory.” Smart Mater. Struct., 27(1), 015023.
Wang, F., Ho, S. C. M., Huo, L., and Song, G. (2018) “A novel fractal contact-electromechanical impedance model for quantitative monitoring of bolted joint looseness.” IEEE Access. 6, 40212-40220.
Wang, F., Ho, S. C. M., and Song, G. (2019a) “Modeling and analysis of an impact-acoustic method for bolt looseness identification.” Mech. Syst. Signal Process., 133, 106249.
Wang, F., and Song, G. (2019b) “Bolt early looseness monitoring using modified vibro-acoustic modulation by time-reversal.” Mech. Syst. Signal Process., 130, 349-360.
Wang, F., Ho, S. C. M., and Song, G. (2019) “Monitoring of early looseness of multi-bolt connection: A new entropy-based active sensing method without saturation.” Smart Mater. Struct., 28(10), 10LT01.
Weesner, L. B., and Jones, H.L. (2001) “Experimental and analytical capacity of frame scaffolding.” Eng. Struct., 23(6), 592-599.
Wu, S. D., Wu, P. H., Wu, C. W., Ding, J. J., and Wang, C.C. (2012) “Bearing fault diagnosis based on multiscale permutation entropy and support vector machine.” Entropy, 14, 1343–1356.
Yu, W. K., Chung, K. F.,and Chan, S.L. (2004) “Structural instability of multi-storey door-type modular steel scaffolds.” Eng. Struct., 26(7), 592-599.
Yue, F., Yuan, Y., Li, G. Q., Ye, K. M., Chen, Z. M., and Wang, Z.P. (2005) “Wind load on integral-lift scaffolds for tall building.” J. Struct. Eng., 131(5), 816-824.
Zhang, H., Chandrangsu, T., and Rasmussen, K. J. R. (2010) “Probabilistic study of the strength of steel scaffold systems.” Struct. Saf., 32(6), 393-401.
Zhang, H., and Rasmussen, K. J. R. (2013) “System-based design for steel scaffold structures using advanced analysis.” J. Construct. Steel Res., 89, 1-8.
Zhang, L., Wang, C., Huo, L., and Song, G. (2016) “Health monitoring of cuplok scaffold joint connection using piezoceramic transducers and time reversal method.” Smart Mater. Struct., 25(3), 035010.

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Earth and Space 2021
Pages: 476 - 483

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Published online: Apr 15, 2021

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1Smart Materials and Structures Laboratory, Dept. of Mechanical Engineering, Univ. of Houston, Houston, TX. Email: [email protected]
2Smart Materials and Structures Laboratory, Dept. of Mechanical Engineering, Univ. of Houston, Houston, TX. Email: [email protected]

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