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Kaiser effect observation in reinforced concrete structures and its use for damage assessment

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Reinforced concrete (RC) beams of span 3 m were tested under incremental cyclic load at different loading rates and simultaneously during the fracture process in the RC beams acoustic emissions (AE) were recorded. An attempt has been made to study the Kaiser effect as a measure of damage in RC beams. It was observed that RC beams made with high strength concrete under incremental cyclic loading showed an obvious Kaiser effect before the failure load. The results may be useful to study the damage in concrete structures and provide a reference for the application of Kaiser effect in engineering practice.
Rocznik
Strony
548--557
Opis fizyczny
Bibliogr. 30 poz,., rys., tab., wykr.
Twórcy
  • Department of Civil Engineering, Indian Institute of Science, Bangalore 560012, India
  • Centre for Campus Management and Development, Indian Institute of Science, Bangalore 560012, India
autor
  • Reactor Safety Division, Bhabha Atomic Research Centre, Mumbai 400085, India
Bibliografia
  • [1] S.P. Shah, S.E. Swartz, C. Ouyang, Fracture Mechanics of Concrete: Applications of Fracture Mechanics to Concrete, Rock and Other Quasi-brittle Materials, John Wiley & Sons, Inc., New York, 1995.
  • [2] B.L. Karihaloo, Fracture Mechanics and Structural Concrete, Longman Scientific & Technical, New York, 1995.
  • [3] C. Grosse, M. Ohtsu, Acoustic Emission Testing, Springer- Verlag, Berlin, 2008.
  • [4] P. Kalyanasundaram, C.K. Mukhopadhyay, S.V. Subba Rao, Practical Acoustic Emission, Narosa Publishers, New Delhi, 2007.
  • [5] S. Mindess, Acoustic emission, in: V.M. Malhotra, N. Carino (Eds.), Handbook on Nondestructive Testing of Concrete, CRC Press, Boca Raton, 1990.
  • [6] M. Ohtsu, A review of acoustic emission in civil engineering with emphasis on concrete, Journal of Acoustic Emission 8 (1989) 93–98.
  • [7] M. Ohtsu, The history and development of acoustic emission in concrete engineering, Magazine of Concrete Research 48 (1996) 321–330.
  • [8] M. Ohtsu, Acoustic emission characteristics in concrete engineering, Journal of Acoustic Emission 6 (1987) 99–108.
  • [9] R. Vidya Sagar, B.K. Raghu Prasad, A review of recent development in parametric based acoustic emission techniques applied to concrete structures, Nondestructive Testing and Evaluation 27 (2012) 47–68.
  • [10] RILEM TC 212-ACD, Measurement method for acoustic emission signals in concrete, Materials and Structures 9 (2010) 1177–1181.
  • [11] RILEM TC 212-ACD, Test method for classification of active cracks in concrete structures by acoustic emission, Materials and Structures 9 (2010) 1187–1189.
  • [12] NDIS-2421, Recommended Practice for In-situ Monitoring of Concrete Structures by Acoustic Emission, Japanese Society for Non-Destructive Inspection, Tokyo, 2000.
  • [13] M. Ohtsu, K. Ono, A generalized theory of acoustic emission and Green's functions in a half space, Journal of Acoustic Emission 3 (1) (1984) 124–133.
  • [14] M. Ohtsu, H. Watanabe, Quantitative damage estimation of concrete by AE, Construction and Building Materials 5–6 (2001) 217–224.
  • [15] S. Colombo, I.G. Main, M.C. Forde, Assessing damage of reinforced concrete beam using b-value analysis of acoustic emission signals, Journal of Materials in Civil Engineering 15 (2003) 280–286.
  • [16] A. Carpinteri, G. Lacidogna, S. Puzzi, From criticality to final collapse: evolution of b-value 1.5 to 1.0, Chaos, Solitons and Fractals 41 (2009) 843–853.
  • [17] S. Colombo, M.C. Forde, I.G. Main, J. Halliday, M. Shigeishi, AE energy analysis on concrete bridge beams, Materials and Structures 38 (2005) 851–856.
  • [18] S. Colombo, M.C. Forde, I.G. Main, M. Shigeishi, Predicting the ultimate bending capacity of concrete beams from the relaxation ratio analysis of AE signals, Construction and Building Materials 19 (2005) 746–754.
  • [19] S. Yuyama, T. Okamoto, M. Shigeishi, M. Ohtsu, T. Kishi, A proposed standard for evaluating structural integrity of reinforced concrete beams by AE, Acoustic Emission: Standards and Technology Update, ASTM STP 1353 (1998) 25–40.
  • [20] M. Ohtsu, M. Uchida, T. Okamoto, S. Yuyama, Damage assessment of reinforced concrete beams qualified by acoustic emission, ACI Structural Journal 99 (2002) 411– 417.
  • [21] A.K. Maji, C. Ouyang, S.P. Shah, Fracture mechanism of quasi- brittle materials based on acoustic emission, Journal of Materials Research 5 (1990) 206–217.
  • [22] B. Schechinger, T. Vogel, Acoustic emission for monitoring damage accumulation, in: Reinforced concrete structures; EWGAE-2004, DGZfp-proceedings BB 90-CD, 2004, 107–114.
  • [23] K. Otsuka, H. Date, Fracture process zone in concrete tension specimen, Engineering Fracture Mechanics 65 (2) (2000) 111–131.
  • [24] A. Ridge, P. Ziehl, Nondestructive evaluation of strengthened RC beams: cyclic load test and acoustic emission method, ACI Structural Journal 6 (2006) 832–841.
  • [25] A. Nair, C.S. Cai, Acoustic emission monitoring of bridges: review and case studies, Engineering Structures 32 (2010) 1704–1714.
  • [26] K. Ohno, M. Ohtsu, Crack classification in concrete based on acoustic emission, Construction and Building Materials 12 (2010) 2339–2346.
  • [27] D.G. Aggelis, Classification of cracking mode in concrete by acoustic emission parameters, Mechanics Research Communications 3 (2011) 153–157.
  • [28] D. Mikulic, I. Gabrijel, B. Milovanovic, Testing of compressive and bending strength of concrete and monitoring acoustic emission parameters, in: NDTCE'09, Nantes, France, 2009.
  • [29] A. Mirmiran, S. Philip, Comparison of acoustic emission activity in steel reinforced and FRP-reinforced concrete beams, Construction and Building Materials 14 (2000) 299– 310.
  • [30] IS: 456-2000, Indian Standard Code of Practice for Plain and Reinforced Concrete (2000), BIS, New Delhi.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-c3eda54e-f65d-454b-b213-2ae0d33c27c3
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