Abstract
Structural health monitoring using ambient vibration measurement has drawn significant attention owing to its ease of operation and lower cost compared with traditional measurement methods. Most techniques based on ambient vibration measurement employ measurement acceleration or velocity time-history data to compute dynamic characteristics such as fundamental periods, damping ratios, and vibration mode shapes, which are non-stationary and insensitive to small or local damage. In this study, we explored a scheme that adopts dynamic strain signals for the construction of modal strain patterns from a 5-m-long reinforced concrete beam to detect local damage in the early stages. Dynamic strain measurements were performed using piezoresistive strain gauges with a strain resolution of 0.02 µɛ. Strain gauges were installed at the top and bottom steel reinforcements at different locations along the axis of the beam to capture the distribution of the strain. Furthermore, a finite element model of the beam was constructed for comparison with the experimental results. Signal processing of measurement data and frequency domain analysis in the numerical model was conducted in the frequency domain to obtain the modal strain pattern and neutral axis position, which indicates the level of damage. The location and the severity of the damage can be identified even at an early stage, in contrast to the conventional technique, which is based on a natural frequency that is insensitive to early damage levels. The results of the neutral axis position and the modal strain pattern between random excitation strain measurement and finite element analysis were in good agreement. Minor discrepancies between the experimental and numerical results could be due to the defects of the material properties in the numerical model and the imperfection of the geometry of the specimen.
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References
Udwadia FE, Trifunac MD (1973) Ambient vibration test of full-scale structures. Proc of the 5th World Conf on Earthquake Engineering, Rome.
Zou Y, Tong L, Steven GP (2000) Vibration-based model-dependent damage (delamination) identification and health monitoring for composite structures: a review. J Sound Vib 230(2):357–378
Li H, Ou J (2015) The state-of-the-art in structural health monitoring of cable-stayed bridges. J Civ Struct Health Monit 6(1):43–67
Chang KC, Kim CW (2016) Modal-parameter identification and vibration-based damage detection of a damaged steel truss bridge. Eng Struct 122:156–173
Beskhyroun S, Navabian N, Wotherspoon L, Ma Q (2020) Dynamic behaviour of a 13-story 698 reinforced concrete building under ambient vibration, forced vibration, and earthquake excitation. J Build Eng 28:101066
Tarozzi M, Pignagnoli G, Benedetti A (2020) Identification of damage-induced frequency decay on a large-scale model bridge. Eng Struct 221:111039
Brownjohn JMW, Xia PQ (2000) Dynamic assessment of curved cable-stayed bridge by model updating. J Struct Eng 126(2):252–260
Peeters B, Roeck GD (2001) One-year monitoring of the Z24-bridge: environmental effects versus damage events. Earthq Eng Struct Dyn 30(2):149–171
Xia Y, Hao H, Zanardo G, Deeks A (2006) Long term vibration monitoring of an RC slab: temperature and humidity effect. Eng Struct 28:441–452
Li H, Li S, Ou J, Li H (2010) Modal identification of bridges under varying environmental conditions: temperature and wind effects. Struct Control Health Monit 17(5):499–512
Xia X, Chen B, Weng S, Ni YQ, Xu YL (2012) Temperature effect on vibration properties of civil structures: a literature review and case studies. J Civil Struct Health Monit 2(1):29–46
He H, Wang W, Zhang X (2019) Frequency modification of continuous beam bridge based on co-integration analysis considering the effect of temperature and humidity. Struct Health Monit 18(2):376–389
Bhagat V, Arunkumar MP, Jebabalan SK (2019) Vibrational characteristics of truss core sandwich panel under thermal environment: effect of core topology. Int J Dynam Control 7:808–822
Unger JF, Teughels A, De Roeck G (2006) System identification and damage detection of a prestressed concrete beam. J Struct Eng 132(11):1691–1698
Deraemaeker A, Reynders E, De Roeck G, Kullaa J (2008) Vibration based structural health monitoring using output-only measurements under changing environment. Mech Syst Signal Process 22(1):34–56
Brownjohn JMW, De Stefano A, Xu YL, Wenzel H, Aktan AE (2011) Vibration-based monitoring of civil infrastructure: challenges and successes. J Civil Struct Health Monit 1(3–4):79–95
Abdo MAB (2014) Structural health monitoring: history applications and future. A Review Book Open Science Publishers, New York, NY, USA
Unger JF, Teughels A, De Roeck G (2005) Damage detection of a prestressed concrete beam using modal strains. J Struct Eng 131(9):1456–1463
Adewuyi AP, Wu ZS, Serker NHMK (2009) Assessment of vibration-based damage identification methods using displacement and distributed strain measurements. Struct Health Monit 8(6):443–461
Hong W, Wu Z, Yang C, Wan C, Wu G (2012) Investigation on the damage identification of bridges using distributed long-gauge dynamic macrostrain response under ambient excitation. J Intell Mater Syst Struct 23(1):85–103
Tang Y, Wu Z, Yang C, Wu G, Wan C (2013) A model-free damage identification method for flexural structures using dynamic measurements from distributed long-gage macro-strain sensors. J Intell Mater Syst Struct 25(13):1614–1630
Li X, Kurata M, Nakashima M (2015) Evaluating damage extent of fractured beams in steel moment-resisting frames using dynamic strain responses. Earthq Eng Struct Dyn 44(4):563–581
Li X, Kurata M, Suzuki A (2017) Decoupling algorithm for evaluating multiple beam damages in 675 steel moment-resisting frames. Earthq Eng Struct Dyn 46(7):1045–1064
Anastasopoulos D, De Smedt M, Vandewalle L, De Roeck G, Reynders EPB (2018) Damage identification using modal strains identified from operational fiber-optic Bragg grating data. Struct Health Monit 17(6):1441–1459
Li S, Wu Z (2007) A non-baseline algorithm for damage locating in flexural structures using dynamic distributed macro-strain responses. Earthq Eng Struct Dyn 36(9):1109–1125
Li S, Wu Z (2008) A model-free method for damage locating and quantifying in a beam-like structure based on dynamic distributed strain measurements. Comput Aided Civ Infrastruct Eng 23(5):404–413
Sigurdardottir DH, Glisic B (2013) Neutral axis as damage sensitive feature. Smart Mater Struct 22(7):075030
Fouad N, Saifeldeen MA (2022) Macro-strain based deflection and neutral axis position monitoring of reinforced concrete beams during corrosion. Adv Struct Eng 25(6):1283–1294
Gillham J, Bentz EC, Hoult NA (2022) Measuring support reactions and damage detection in steel beams using distributed strain sensing. Eng Struct 262:114389
Liu Z, Xie H, Han B, Li P, Jiang Z, Yu J (2022) Experimental study on residual bearing capacity of full-size fire-damaged prestressed concrete girders. Structure 45:1788–1802
Li X, Glisic B (2019) Integrating finite element modeling with sensing system for monitoring composite structures using the method of neutral axis. Struct Eng Int 29(1):8–17
Anastasopoulos D, De Roeck G, Reynders EPB (2019) Influence of damage versus temperature on modal strains and neutral axis positions of beam-like structures. Mech Syst Signal Proc 134:106311
Maia NMM, Silva JMM (1997) Theoretical and experimental modal analysis. Research Studies Press, Baldock, UK
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Le, H.T., Thammarak, P. Damage detection of a reinforced concrete beam using the modal strain approach. Int. J. Dynam. Control 11, 2774–2785 (2023). https://doi.org/10.1007/s40435-023-01160-2
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DOI: https://doi.org/10.1007/s40435-023-01160-2