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Investigations of Early Age Material Properties of Normal and High Strength Concrete Including Fracture Energy

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ACMSM25

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 37))

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Abstract

This paper illustrates the experimental investigations results on the material properties of both high strength concrete (HSC-N60) and normal strength concrete (NSC-N32) at early ages. The experiments included compression strength test, splitting tensile strength, modulus of elasticity and fracture energy test by wedge splitting test. The tests were conducted at ages of 18 h, 24 h, 48 h, 72 h, 7, 14 and 28 days. The experimental programs included testing of 126 compressive, tensile strength test and modulus of elasticity cylinders. In addition, wedge splitting specimens size (150 × 150 × 150) mm were tested. It was found that the strength gain rate of HSC was higher than that of NSC at early ages. The results showed that the compressive strength, splitting tensile strength and modulus of elasticity for both NSC and HSC increased with the age of concrete. Accordingly, the fracture energy strengths of both NSC and HSC increased with as the concrete ages.

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References

  1. American Concrete Institute (ACI) (1992) State-of-the-art report on high strength concrete (ACI 363R-92)

    Google Scholar 

  2. American Concrete Institute (1998) Guide to quality control and testing of high strength concrete (ACI 363.2R-98)

    Google Scholar 

  3. Neville AM (1973) Relation between compressive and tensile strengths. In: Properties of concrete. Halsted Press, New York, NY, pp 261–264

    Google Scholar 

  4. Neville AM (1996) Relation between compressive and tensile strengths. In: Properties of concrete, Wiley, New York, NY, pp 308–311

    Google Scholar 

  5. Mindess S, Young JF, Darwin D (2003) Tension and fracture. In: Concrete, 2nd edn. Upper Saddle River, NJ: Pearson Education Inc., pp 315–318, 538

    Google Scholar 

  6. Oluokun FA (1991) Prediction of concrete tensile strength from compressive strength: evaluation of existing relations for normal weight concrete. ACI Mater J 88(3):302–309

    Google Scholar 

  7. Oluokun FA, Burdette EG, Harold Deatherage J (1991) Splitting tensile strength and compressive strength relationship at early ages. Mater J 88(1):115–121

    Google Scholar 

  8. ACI 318 (2008) Building Code Requirements for Structural Concrete and Commentary. Standard Australia

    Google Scholar 

  9. Carrasquillo RL, Nilson AH, Slate FO (1981) Properties of high strength concrete subject to short-term loads. ACI J Proc 78(3):171–178

    Google Scholar 

  10. ACI Committee 363 (ACI 363R-92) (1992) State-of-the-art report on high strength concrete. American Concrete Institute, Detroit, MI, 55pp

    Google Scholar 

  11. Darwin D et al (1996) Development length criteria for conventional and high relative rib area reinforcing bars. ACI Struct J 93:347–359

    Google Scholar 

  12. Standard Australia (2000) AS1012.10-2000, methods of testing concrete: method 10: determination of indirect tensile strength of concrete cylinders (Brazil or splitting test), Sydney Australia, Standards Australia

    Google Scholar 

  13. AS 3600 (2009) Concrete structures. Standards Australia, Sydney

    Google Scholar 

  14. Sarıdemir M (2011) Empirical modeling of splitting tensile strength from cylinder compressive strength of concrete by genetic programming. Expert Syst Appl 38(11):14257–14268

    Google Scholar 

  15. De Schutter G, Taerwe L (1997) Fracture energy of concrete at early ages. Mater Struct 30(2):67

    Article  Google Scholar 

  16. Bazant ZP, Planas J (1998) Fracture and size effect in concrete and other quasibrittle materials. CRC Press, Boca Raton

    Google Scholar 

  17. Van Mier JM (1997) Fracture processes of concrete—assessment of material parameters for fracture models. CRC Press, Boca Raton

    Google Scholar 

  18. Trunk B, Wittmann FH (1998). Experimental investigation into the size dependence of fracture mechanics parameters. In: Third international conference of fracture mechanics of concrete structures, D-Freiburg: Aedificatio Publ.: pp 1937–1948

    Google Scholar 

  19. Neubauer U, Rostasy FS (1999) Bond failure of CFRP plates at inclined cracks—experiments and fracture mechanics model. In: Fourth international symposium—fiber reinforced polymer reinforcement for reinforced concrete, American Concrete Institute, SP-188. ACI, Farmington Hills (MI), pp 369–381

    Google Scholar 

  20. Bazant ZP, Becq-Giraudon E (2002) Statistical prediction of fracture parameters of concrete and implications for choice of testing standard. Cem Concr Res 32(4):529–556

    Article  Google Scholar 

  21. Ulaga T, Vogel T (2003) Bilinear stress-slip bond model: theoretical background and significance.In: FRPRCS-6 fiber reinforced polymer reinforcement for concrete structures, National University of Singapore, World Scientific Publishing Co. Pte Ltd., Singapore, vol 1, pp 153–162. ISBN 9812384014

    Google Scholar 

  22. Elsayed W, Ebead U, Neale K (2007) Interfacial behavior and debonding failures in FRP-strengthened concrete slabs. J Compos Constr, ASCE 11(6):619–628

    Article  Google Scholar 

  23. Freddi F, Savoia M (2008) Analysis of FRP–concrete debonding via boundary integral equations. Eng Fract Mech 75(6):1666–1683

    Article  Google Scholar 

  24. Bazant ZP, Oh BH (1983) Crack band theory for fracture of concrete. 16(93):155–177

    Google Scholar 

  25. CEB-FIB (1990) Comite Euro-International du Beton, CEB-FIB Model Code, London, Great Britain, Thomas Telford

    Google Scholar 

  26. International Federation for Structural Concrete (FIB) (2013) fib Model Code for Concrete Structures 2010, International Federation for Structural Concrete (fib), Switzerland

    Google Scholar 

  27. Østergaard L (2003) Early age fracture mechanics and cracking of concrete – Experiments and modelling. Ph.D. Thesis, BYG DTU, Department of Civil Engineering, Technical University of Denmark

    Google Scholar 

  28. AS1012.9-1999 (1999) Determination of the compressive strength of concrete specimens, Standards Australia, NSW

    Google Scholar 

  29. ASTM C469-10 (2010) Static modulus of elasticity and Poisson’s ratio of concrete in compression. ASTM International, West Conshohocken

    Google Scholar 

  30. Hillemeier B, Hilsdorf HK (1977) Fracture mechanics studies on concrete compounds. Cem Concr Res 7(5):523–535

    Article  Google Scholar 

  31. Linsbauer HN, Tschegg EK (1986) Fracture energy determination of concrete with cube shaped specimens 31:38–40 (in German)

    Google Scholar 

  32. Bruhwiler E (1988) Fracture mechanics of dam concrete subjected to quasi-static and seismic loading conditions. Thesis presented to the Swiss Federal Institute of Technology, Lausanne, Switzerland, in partial fulfillment of the requirements for the degree of Doctor of Philosophy

    Google Scholar 

  33. Bruhwiler E, Wittmann FH (1989) The wedge splitting test, a method of performing stable fracture mechanics tests. In: Contribution to the international conference on fracture and damage of concrete and rock in Vienna 1988, Engineering fracture Mechanics

    Google Scholar 

  34. Wittmann FH (2002) Crack formation and fracture energy of normal and high strength concrete. Sadhana 27(4):413–423

    Article  Google Scholar 

  35. Kim JK, Lee Y Yi ST (2004) Fracture characteristics of concrete at early ages. Cem Concr Res Sv. 34

    Google Scholar 

  36. Skoček J, Stang H (2008) Inverse analysis of the wedge splitting test. Eng Fract Mech 75(10):3173–3188

    Article  Google Scholar 

  37. Bretschneider N, Slowik V, Villmann B, Mechtcherine V (2011) Boundary effect on the softening curve of concrete. Eng Fract Mech 78(17):2896–2906

    Article  Google Scholar 

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Acknowledgements

The first author wishes to express his thanks to Higher Committee for Education Development in Iraq (HCED) which provided scholarship to the first author. The authors would like to acknowledge the technical staff at Swinburne university (Smart Structures Laboratory) for their efforts during the experimental tests.

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Correspondence to Ayad AL-Yousuf .

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AL-Yousuf, A., Gad, E., Abdouka, K., Lee, J., Pokharel, T. (2020). Investigations of Early Age Material Properties of Normal and High Strength Concrete Including Fracture Energy. In: Wang, C., Ho, J., Kitipornchai, S. (eds) ACMSM25. Lecture Notes in Civil Engineering, vol 37. Springer, Singapore. https://doi.org/10.1007/978-981-13-7603-0_32

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  • DOI: https://doi.org/10.1007/978-981-13-7603-0_32

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