Evaluation of the resistance of steel–concrete adhesive connection in reinforced concrete beams using guided wave propagation

• Autorzy: Zima B. , Kędra R.

Identyfikatory

DOI

10.1007/s43452-019-0008-6

• Języki publikacji: EN

Abstrakty

EN

The development of the nondestructive diagnostic methods is of significant importance in the last decades. A special attention is paid to diagnostics of reinforced concrete structures, which are very popular in the civil engineering field. A possible use of the guided waves in the estimation of the resistance of steel–concrete adhesive connection is studied in the following paper. The relationships relating adhesive connection resistance and wave propagation characteristics (wave velocity and the time of flight) have been derived and experimentally verified during pull-out tests conducted on a number of reinforced concrete beams varying in the debonding area. The pull-out tests were also monitored ultrasonically. On the basis of the results in the form of the time-domain signals, the theoretical load-carrying capacities of the pulled-out bars have been calculated and compared with the exact experimentally determined values. The high agreement of the results obtained proved the correctness of the developed method. Moreover, the signals registered during pull-out tests allowed to observe the changes of the wave velocity induced by the deterioration of the adhesive connection.

Słowa kluczowe

EN

nondestructive testing; guided wave propagation; debonding; pull-out test; adhesive connection

PL

propagacja fal; połączenie klejone; odklejenie

• Wydawca: Springer ; Wrocław University of Science and Technology
• Czasopismo: Archives of Civil and Mechanical Engineering
• Rocznik: 2020
• Tom: Vol. 20, no. 1
• Strony: 1--13
• Opis fizyczny: Bibliogr. 41 poz., fot., rys., tab., wykr.

Twórcy

autor

Zima B.

• Department of Mechanics of Materials and Structures, Faculty of Civil and Environmental Engineering, Gdańsk University of Technology, ul. Narutowicza 11/12, 80-233 Gdańsk, Poland

autor

Kędra R.

• Department of Mechanics of Materials and Structures, Faculty of Civil and Environmental Engineering, Gdańsk University of Technology, ul. Narutowicza 11/12, 80-233 Gdańsk, Poland

Bibliografia

• [1] Hoła J, Sadowski Ł, Schabowicz K. Nondestructive evaluation of the concrete floor quality using impulse response method and impact-echo method. J Nondestruct Test Ultrason. 2009;14(3).
• [2] Katunin A. Characterization of damage evolution during fatigue of composite structures accompanied with self-heating effect by means of acoustic emission. J Vibroengineering. 2018;20(2):954–62.
• [3] Schabowicz K, Hoła J. Nondestructive elastic-wave tests of foundation slab in office building. Mater Trans. 2009;53(2):296–302.
• [4] Miśkiewicz M, Lachowicz J, Tysiąc P, Jaskuła P, Wilde K. The application of non-destructive methods in the diagnostics of the approach pavement at the bridges. IOP Conf Ser Mater Sci Eng. 2018;356:1–8.
• [5] Giurgiutiu V. Structural health monitoring of aerospace composites. New York: Academic Press; 2005.
• [6] Doliński Ł, Krawczuk M, Palacz M, Żak A. Detection of damages in a rivetted plate. Advances in mechanics: theoretical, computational and interdisciplinary issues: Proceedings of the 3rd Polish Congress of Mechanics (PCM) and 21st International Conference on Computer Methods in Mechanics (CMM); 2016. pp. 147–50.
• [7] Dziendzikowski M, Dragan K, Katunin A. Localizing impact damage of composite structures with modified RAPID algorithm and non-circular PZT arrays. Arch Civil Mech Eng. 2017;17:178–87.
• [8] Kędra R, Rucka M. Damage detection in bolted lap joint using guided waves. Procedia Eng. 2017;199:2114–9.
• [9] Wandowski T, Malinowski P, Ostachowicz W. Guided wavesbased damage localization in riveted aircraft panel. In: Proceedings of SPIE-The international society for Optical Engineering, vol. 8695; 2013.
• [10] Gambarova PG, Plizzari G, Rosati GP, Russo G. Bond mechanics including pull-out and splitting failures, chapter 1 of Fib State-of-Art Report “Bond of Reinforcement in Concrete” (Bulletin No. 10). Fédération Internationale du Béton: Lausanne; 2000. pp. 1–97.
• [11] Yerlici VA, Özturan T. Factors affecting anchorage bond strength in high-performance concrete. ACI Struct J. 2000;97:499–507.
• [12] Nilson AH. Internal measurement of bond slip. ACI J. 1972;69:439–41.
• [13] Mirza SM. Study of bond stress-slip relationships in reinforced concrete. ACI J. 1979;76:19–46.
• [14] Hunaiti YM. Bond strength in battened composite columns. J Struct Eng. 1991;117:699–714.
• [15] Pędziwiatr J, Jankowski L. Some results of experimental research on bond in reinforced concrete members. Arch Civil Eng. 2007;53(1):37–55.
• [16] Cosenza E, Manfredi G, Realfonzo R. Behavior and Modeling of Bond of FRP Rebars to Concrete. J Compos Constr. 1997;1(2):40–51.
• [17] Nakaba K, Kanakubo T, Furuta T, Yoshizawa H. Bond behavior between fiber-reinforced polymer laminates and concrete. ACI Struct J. 2001;98:359–67.
• [18] Lu XZ, Teng JG, Ye LP, Jiang JJ. Bond-slip models for FRP sheets/plates bonded to concrete. Eng Struct. 2005;27:920–37.
• [19] Na W-B, Kundu T, Ehsani MR. Lamb waves for detecting delamination between steel bars and concrete. Comput Aide Civ Infrastruct Eng. 2003;18:58–63.
• [20] Kim SD, In CW, Cronin KE, Sohn H, Harries K. Reference-free technique for debonding detection in CFRP-strengthened RC structures. J Struct Eng. 2007;133(8):1080–91.
• [21] Wu F, Chang F-K. Debond detection using embedded piezoelectric elements in reinforced concrete structures – part I: experiment. Struct Health Monit. 2006;5:5–15.
• [22] Wu F, Chang F-K. Debond detection using embedded piezoelectric elements in reinforced concrete structures - part II: analysis and algorithm. Struct Health Monit. 2006;5:17–28.
• [23] Wang Y, Li X, Li J, Wang Q, Xu B, Deng J. Debonding damage detection of the CFRP-concrete interface based in the piezoelectric ceramics by the wave-based method. Constr Build Mater. 2019;210:514–24.
• [24] Ke Y-T, Cheng C-C, Lin Y-C, Huang C-L, Hsu K-T. Quantitative assessment of bonding between steel plate and reinforced concrete structure using dispersive characteristics of lamb waves. NDT&E Int. 2019;102:311–21.
• [25] Qin F, Kong Q, Li M, Song G, Fan F. Bond slip detection of steel plate and concrete beams using smart aggregates. Smart Mater Struct. 2015;24:115039.
• [26] Zeng L, Parvasi SM, Kong Q, Huo L, Lim I, Li M, Song G. Bond slip detection of concrete-encased composite structure using shear wave based active sensing approach. Smart Mater Struct. 2015;24(12):125026.
• [27] Wu F, Chan H-L, Chang F-K. Ultrasonic guided wave active sensing for monitoring of split failures in reinforced concrete. Struct Health Monit. 2015;14(5):439–48.
• [28] Zima B, Kędra R. Reference-free determination of debonding length in reinforced concrete beams using guided wave propagation. Constr Build Mater. 2019;207:291–303.
• [29] Zima B. Guided wave propagation in detection of partial circumferential debonding in concrete structures. Sensors. 2019;19(9):2199–219.
• [30] Zima B, Kędra R. Debonding size estimation in reinforced concrete beams using guided wave-based method (under review).
• [31] Bazant ZP, Li Z, Thoma M. Identification of stress-slip law for bar or fiber pull-out by size-effect test. J Eng Mech. 1995;121(5):620–5.
• [32] Gambarova PG, Rosati GP. Bond and splitting in reinforced concrete: test results on bar pull-out. Mater Struct. 1996;29:267–76.
• [33] Soroushian P, Choi KB. Local bond of deformed bars with different diameters in confined concrete. Struct J. 1989;86(2):217–22.
• [34] Polish design standards. PN-B-03264-2002 Konstrukcje betonowe, żelbetowe i sprężone. Obliczenia statyczne i projektowanie.
• [35] European design standards. Eurocode 2: Design of concrete structures: general rules.
• [36] Xu B, Yu L, Giurgiutiu V. Advanced methods for time-of-flight estimation with application to Lamb wave structural health monitoring, The 7th International Workshop on Structural Health Monitoring. Palo, Alto, CA: Stanford University; 2009.
• [37] Ho SCM, Ren L, Labib E, Kapadia A, Mo YL, Li H, Song G. Inference of bond slip in prestressed tendons in concrete bridge girders. Struct Control Health Monit. 2015;22:289–300.
• [38] Zima B, Kędra R. Numerical investigation of the core eccentricity effect on wave propagation in embedded waveguide. Diagnostyka. 2019;20(1):111–25.
• [39] Huo L, Cheng H, Kong Q, Chen X. Bond-slip monitoring of concrete structures using smart sensors-a review. Sensors. 2019;19:1231.
• [40] Ihn JB, Chang FK. Pitch-catch active sensing method in structural healthy monitoring for aircraft structures. Struct Health Monit Int J. 2008;7:5–19.
• [41] Yin HY, Wang TM, Yang D, Liu SP, Shao JH, Li YR. A smart washer for bolt looseness monitoring based on piezoelectric active sensing method. Appl Sci. 2016;6:320.

Uwagi

PL

Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020)