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Effects of specimen height on the acoustic emission rate value ‘a’ for cement mortar

  • Cementitious materials
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Abstract

In order to study the size effect on the AE rate ‘a’ value, three kinds of mix ratios were set up by different particle sizes and water cement ratios, 45 cement mortar specimens with five different heights were tested under axial compression. And the whole damage processes were monitored by full-digital acoustic emission acquisition system, followed by an analysis of mechanical behavior and AE activity. The experimental results show that the height of the cement specimen has significant effects on the compressive strength and the acoustic emission rate ‘a’ value, but a slight effect on the accumulated AE hits number, which is analyzed from aspects of failure process of cement mortar specimens.

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References

  1. Sagar RV, Prasad RV, Prasad BK R, et al. Microcracking and Fracture Process in Cement Mortar and Concrete: A Comparative Study Using Acoustic Emission Technique[J]. Experimental Mechanics, 2013, 53(7): 1161–1175

    Article  Google Scholar 

  2. Haneef TK, Kumari K, Mukhopadhyay CK, et al. Influence of Fly Ash and Curing on Cracking Behavior of Concrete by Acoustic Emission Technique[J]. Construction and Building Materials, 2013, 44: 342–350

    Article  Google Scholar 

  3. Carpinteri A, Lacidogna G, Niccolini G. Damage Analysis of Reinforced Concrete Buildings by the Acoustic Emission Technique[J]. Structural Control and Health Monitoring, 2011, 18(6): 660–673

    Article  Google Scholar 

  4. Saliba J, Loukili A, Grondin F, et al. Identification of Damage Mechanisms in Concrete under High Level Creep by the Acoustic Emission Technique[J]. Materials and Structures, 2014, 47(6): 1041–1053

    Article  Google Scholar 

  5. Saliba J, Loukili A, Grondin F, et al. Experimental Study of Creepdamage Coupling in Concrete by Acoustic Emission Technique[J]. Materials and Structures, 2012, 45(9): 1389–1401

    Article  Google Scholar 

  6. Grosse CU, Ohtsu M. Acoustic Emission Testing[M]. Springer Science & Business Media, 2008

    Book  Google Scholar 

  7. Ohtsu M. Rate Process Analysis of Acoustic Emission Activity in Core Test of Concrete[J]. Concrete Library JSCE, 1992, 20: 143–153

    Google Scholar 

  8. Ohtsu M, Watanabe H. Quantitative Damage Estimation of Concrete by Acoustic Emission[J]. Construction and Building Materials, 2001, 15(5): 217–224

    Article  Google Scholar 

  9. Su HZ, Tong JJ, Hu J, et al. Experimental Study on AE Behavior of Hydraulic Concrete under Compression[J]. Meccanica, 2013, 48(2): 427–439

    Article  Google Scholar 

  10. Watanabe T, Hosomi M, Yuno K, et al. Quality Evaluation of Shotcrete by Acoustic Emission[J]. Construction and Building Materials, 2010, 24(12): 2358–2362

    Article  Google Scholar 

  11. Suzuki T, Ogata H, Takada R, et al. Use of Acoustic Emission and X-ray Computed Tomography for Damage Evaluation of Freeze-thawed Concrete[J]. Construction and Building Materials, 2010, 24(12): 2347–2352

    Article  Google Scholar 

  12. Suzuki T, Ohtsu M, Shigeishi M. Relative Damage Evaluation of Concrete in a Road Bridge by AE Rate-process Analysis[J]. Materials and Structures, 2007, 40(2): 221–227

    Article  Google Scholar 

  13. Ishibashi A, Matsuyama K, Ohtsu M. AE Application for Diagnosis of Deteriorated Concrete of Harbor Structures[J]. Proc. 6th Int. Sym. on AE from Composite Materials, 1998: 145–152

    Google Scholar 

  14. Suzuki T, Ohtsu M. Quantitative Damage Evaluation of Structural Concrete by a Compression Test Based on AE Rate Process Analysis[J]. Construction and Building Materials, 2004, 18(3): 197–202

    Article  Google Scholar 

  15. Carpinteri A, Lacidogna G, Pugno N. Structural Damage Diagnosis and Life-time Assessment by Acoustic Emission Monitoring[J]. Engineering Fracture Mechanics, 2007, 74(1): 273–289

    Article  Google Scholar 

  16. Ohtsu M, Suzuki T. Quantitative Damage Estimation of Concrete Core Based on AE Rate Process Analysis[J]. Journal of AE, 2005, 22: 30–38

    Google Scholar 

  17. Qian L. Damage Evaluation of Concrete Based on Acoustic Emission Technique[D]. Wuhan: Huazhong University of Science and Technology, 2005 (in Chinese)

    Google Scholar 

  18. Kani GN. How Safe are Over Large Concrete Beams[J]? Am. Concr. Inst., 1960, 56(9): 1469–1479

    Google Scholar 

  19. Cotterell B, Mai YW, Lam KY. Statistics and Size Effect in Cementitious Materials[J]. Cement and Concrete Research, 1995, 25(2): 408–416

    Article  Google Scholar 

  20. Yang G, Hikosaka H. Crack Length and Specimen Size Influences on Fracture Strength of Brittle Materials[J]. Construction and Building Materials, 1996, 10(8): 565–570

    Article  Google Scholar 

  21. Koc V, Sener S. Size Effect in Normal-and High-strength Concrete with Different Notches under the Axial Load[J]. Journal of Materials in Civil Engineering, 2009, 21(9): 433–445

    Article  Google Scholar 

  22. Ince R, Arici E. Size Effect in Bearing Strength of Concrete Cubes[J]. Construction and Building Materials, 2004, 18(8): 603–609

    Article  Google Scholar 

  23. Hu X, Duan K. Size Effect and Quasi-brittle Fracture: the Role of FPZ [J]. International Journal of Fracture, 2008, 154(1–2): 3–14

    Article  Google Scholar 

  24. Glucklich J, Cohen L J. Size as a Factor in the Brittle-ductile Transition and the Strength of Some Materials[J]. International Journal of Fracture Mechanics, 1967, 3(4): 278–289

    Article  Google Scholar 

  25. Wang ZY, Su XY. The Effects of Shape Factors on the Concrete Strength Grade[J]. Sichuan Building, 2006, 26(4): 144–145(in Chinese)

    Google Scholar 

  26. Kim JK. Size Effect in Concrete Specimens with Dissimilar Initial Cracks[J]. Magazine of Concrete Research, 1990, 42(153): 233–238

    Article  Google Scholar 

  27. Dyskin AV, Van Vliet MRA, Van Mier JGM. Size Effect in Tensile Strength Caused by Stress Fluctuations[J]. International Journal of Fracture, 2001, 108(1): 43–61

    Article  Google Scholar 

  28. Karihaloo BL, Abdalla HM, Xiao QZ. Deterministic Size Effect in the Strength of Cracked Concrete Structures[J]. Cement and Concrete Research, 2006, 36(1): 171–188

    Article  Google Scholar 

  29. Liu HY, Zhang JQ, Cheng SS, et al. Study on Compressive Strength of Concrete Core Samples [J]. Concrete, 2012(2): 36–38 (in Chinese)

    Google Scholar 

  30. Ji HG, Zhang T Sen, Cai MF, et al. Experimental Study on Concrete Damage by Dynamic Measurement of Acoustic Emission[J]. Chinese Journal of Rock Mechanics and Engineering, 2000, 19(2): 165–168

    Google Scholar 

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Correspondence to Yan Wang  (王岩).

Additional information

Funded by the National Natural Science Foundation of China(No. 51009058) and the Postdoctoral Science Foundation of China(No. 2011M501160)

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Wang, Y., Hu, H., Lu, G. et al. Effects of specimen height on the acoustic emission rate value ‘a’ for cement mortar. J. Wuhan Univ. Technol.-Mat. Sci. Edit. 31, 843–850 (2016). https://doi.org/10.1007/s11595-016-1457-x

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  • DOI: https://doi.org/10.1007/s11595-016-1457-x

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