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Introduction: Crack Distribution and Durability of SHCC

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A Framework for Durability Design with Strain-Hardening Cement-Based Composites (SHCC)

Part of the book series: RILEM State-of-the-Art Reports ((RILEM State Art Reports,volume 22))

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Abstract

Inherent crack control to fine widths in strain-hardening cement-based composites (SHCC) suggests that structural elements produced from SHCC or steel-reinforced SHCC (R/SHCC) may be rendered durable by limiting the ingress rates of potentially deleterious substances. Recently, it has been reported that, while the average crack width in SHCC is maintained up to large tensile strains in excess of 3%, the maximum crack width may equal or exceed those are considered to be limiting in terms of durability. Also, the typical range in SHCC average crack width, from 50 to 100 μm, has been shown to be a threshold in water permeability, at which width permeability is restricted to several orders lower than that expected for crack widths ranging from 0.2 to 0.3 mm — a typical reinforced concrete crack width limit in durability standards. However, it has recently been shown that capillary absorption in dry, pre-cracked SHCC is a quick process, with water penetrating into fine cracks within minutes of exposure. In addition to describing these findings, this chapter sets the scene for later chapters on improved ingress rate characterisation and the actual deterioration of cracked SHCC or R/SHCC. Guidelines for the pre-cracking of SHCC towards durability testing are derived, based on the results of recent comparative testing. These include the specimen shape, size, test set-up, crack measurement to sufficient resolution, and crack width distribution presentation. Finally, the field performance of repairs, structures and structural elements produced from SHCC and R/SHCC in the past decade is reported.

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References

  • Adendorff, C.J., Boshoff, W.P., Van Zijl, G.P.A.G. (2010). Crack characterisation in SHCC: towards durability assessment. Proceedings of the International Conference on Advanced Concrete Materials, 17-19 November 2009, Stellenbosch, South Africa, CRC Press, London, pp. 215-221.

    Google Scholar 

  • Boshoff, W.P., Adendorff, C.J. (2013). Effect of sustained loading on SHCC crack widths. Cement and Concrete Composites 37:119-125.

    Article  Google Scholar 

  • Boshoff, W.P., Altmann, F., Adendorff, C.J., Mechtcherine, V. (2016). A new approach for modelling the ingress of deleterious materials in cracked strain hardening cement-based composites. Materials and Structures 49:2285-2295.

    Article  Google Scholar 

  • Boshoff, W.P., Nieuwoudt, P.D. (2011). Tensile crack widths of strain hardening cement-based composites. Proceedings of the 2nd RILEM Conference on SHCC (SHCC2), 12-14 December 2011, Rio de Janeiro, Brazil, RILEM Publication S.A.R.L., Bagneux, France, pp. 199-206.

    Google Scholar 

  • Cai, X.R., Xu, S.L., Fu, B.Q. (2011). A statistical micromechanical model of multiple cracking for ultra-high toughness cementitious composites. Engineering Fracture Mechanics 78:1091-1100.

    Article  Google Scholar 

  • Dvorkin, D., Peled, A., Weiss, W.J. (2013). Influence of bundle coating on the tensile behavior, bonding, cracking and fluid transport of fabric cement-based composites. Cement and Concrete Composites 42:9-19.

    Article  Google Scholar 

  • EN 1992-1-1 (2004). Eurocode 2: Design of concrete structures – Part 1: General requirements. British Standards Institute.

    Google Scholar 

  • Fischer, G., Li, V.C. (2002). Reinforced ECC – from materials to structures. Proceedings of the 1st FIB Congress, October 2002, Osaka, Japan, pp. 105-122.

    Google Scholar 

  • Ishikawa, Y., Aoyama, M., Kuroyanagi, M., Nagai, M., Miyashita, T. (2014). Proposition of a new type of jointless system for existing concrete bridges. Journal of Physical Science and Application 4(2):84-89.

    Google Scholar 

  • Kabele, P., Takeuchi, S., Inaba, K., Horii, H. (1999). Performance of engineered cementitious composites in repair and retrofit. Proceedings of the 3rd RILEM Workshop on High Performance Fibre-reinforced Cement-based Composites (HPFRCC3), 16-19 May, Mainz, Germany, RILEM Publications S.A.R.L., Mainz, Germany, pp. 617-627.

    Google Scholar 

  • Kojima, S.N., Sakata, N., Kanda, T., Hiraishi, M. (2004). Application of direct sprayed ECC for retro-fitting dam structure surface-application for Mitaka-Dam. JCI Concrete Journal 42(5).

    Google Scholar 

  • Lepech, M. (2011). Durability, economical, ecological, and social aspects: life-cycle considerations, Chapter 8 in Durability of strain-hardening fiber-reinforced cement-based composites (SHCC), State-of-the-Art Report of RILEM Technical Committee 208-HFC, Sub-Committee 2.

    Google Scholar 

  • Lepech, M., Li, V.C. (2005). Design and field demonstration of ECC link slabs for jointless bridge decks. Proceedings of the 3rd International Conference on Construction Materials: Performance, Innovations, and Structural Implications (ConMat’05), 22-24 August, Vancouver, Canada.

    Google Scholar 

  • Lepech, M., Li, V.C. (2009a). Water permeability of engineered cementitious composites. Cement and Concrete Composites 31:744-753.

    Google Scholar 

  • Lepech, M., Li, V.C. (2009b). Application of ECC for bridge deck link slabs. Materials and Structures 42:1185-1195.

    Google Scholar 

  • Li, V.C., Wang, Y., Backer, S. (1990). Effect of inclined angle bundling and surface treatment on synthetic fiber pull-out from a cement matrix. Composites 21(2):132-140.

    Google Scholar 

  • Li, V.C. (1993). From micromechanics to structural engineering – the design of cementitious composites for civil engineering applications. Journal of Structural Mechanics and Earthquake Engineering 10:37-48.

    Google Scholar 

  • Lim, Y.M., (1996). Interface fracture behavior of rehabilitated concrete infrastructures using engineered cementitious composites. Dissertation, Michigan University, USA.

    Google Scholar 

  • Lin, Z., Li, V.C. (1997). Crack bridging in fiber reinforced cementitious composites with slip-hardening interfaces. Journal of the Mechanics and Physics of Solids 45(5):763-787.

    Google Scholar 

  • McLeod, C., Retief, J.V., Wium, J.A. (2013). Reliability of EN 1992 crack model applied to South African water retaining structures. Proceedings of the International Conference in Structural engineering, Mechanics and Computation (SEMC 2013), 2-4 September, Cape Town, South Africa, Taylor and Francis, London, pp. 1549-1554.

    Google Scholar 

  • Mechtcherine, V. (2007). Testing behaviour of strain hardening cement-based composites in tension – summary of recent research. Proceedings of the 5th RILEM Symposium on High-Performance Fibre Reinforced Cementitious Composites (HPFRCC5), 10-13 July, Mainz, Germany, RILEM Publications S.A.R.L., pp. 13-22.

    Google Scholar 

  • Mechtcherine, V. (2011). Tensile tests, Chapter 3 in Mechanical characterization and testing of fiber-reinforced cement-based composites (SHCC). State-of-the-Art Report of RILEM Technical Committee 208-HFC, Sub-Committee 1.

    Google Scholar 

  • Mechtcherine, V., Jun, P. (2007). Stress-strain behaviour of strain-hardening cement-based composites (SHCC) under repeated tensile loading. Proceedings of the International Conference on Fracture Mechanics of Concrete and Concrete Structures (FRAMCOS-6), 17-22 June 2007, Catania, Italy.

    Google Scholar 

  • Mechtcherine, V., Jun, P. (2008). Behaviour of strain hardening cement-based composites in tension and compression – overview of recent research. Proceedings of the 7th International RILEM Symposium on Fibre Reinforced Concrete: Design and Applications, RILEM Publications S.A.R.L., pp. 471-481.

    Google Scholar 

  • Mechtcherine, V., Reinhardt, H.W. (eds.) (2012). Application of superabsorbent polymers in concrete construction. RILEM State of the Art Reports, Springer.

    Google Scholar 

  • Mechtcherine, V., Lieboldt, M. (2011). Permeation of water and gases through cracked textile reinforced concrete. Cement and Concrete Composites 33:725-734.

    Google Scholar 

  • Muroda, K., Taira, Y., Nabetani, Y., Iijima, M., Uchida, S., Oshiro, T. (2013). Development and practical application of slab connection system for PC girders using low-elasticity high ductility fiber-reinforced cementitious composite. Proceeding of the 3rd Sustainable Construction Materials and Technologies Conference (SCMT3), 18-21 August 2013, Kyoto, Japan, Japan Concrete Institute.

    Google Scholar 

  • Nieuwoudt, P.D. (2012). Quantifying the cracking behaviour of strain-hardening cement-based composites. MSc Thesis, Stellenbosch University, South Africa.

    Google Scholar 

  • Ooyagi, R., Taniguachi, H., Sasaki, W., Higuchi, M., Shiina, N., Oshiro, T. (2013). Development of low-elasticity high-ductility fiber-reinforced cementitious composite for use in PC girder connecting slabs. Proceedings of the 3rd Sustainable Construction Materials and Technologies Conference (SCMT3), 19-21 August 2013, Kyoto, Japan, JCI.

    Google Scholar 

  • Paul, S.C., Van Zijl, G.P.A.G. (2013). Mechanically induced cracking behaviour in fine and coarse sand strain hardening cement based composites (SHCC) at different load levels. Journal of Advanced Concrete Technology 11:301-311.

    Google Scholar 

  • Rokugo, K. (2005). Applications of strain hardening cementitious composites with multiple cracks in Japan. Proceedings of the Symposium on Ultra-ductile Concrete with Short Fibres Development, Testing, Applications, 25 October 2005, Kaiserslautern, Germany, Ibidem-Verlag, Stuttgart, pp. 121-133.

    Google Scholar 

  • Rokugo, K., Kanda, T. (eds.) (2013). Strain hardening cement composites: structural design and performance. State-of-the-Art Report of RILEM Technical Committee 208-HFC, Sub-Committee 3, Volume 6, Springer.

    Google Scholar 

  • Silva, F. de Andrade, Butler, M. Hempel, S. Toleo Filho, R.D., Mechtcherine, V. (2014). Effects of elevated temperatures on the interface properties of carbon textile-reinforced concrete. Cement and Concrete Composites 48:26-34.

    Google Scholar 

  • Taniguchi, H., Taira, Y., Muroda, K., Oshiro, T. (2011). Construction of the link slab for PC girders using fiber reinforced cementitious composite (in Japanese). Concrete Journal 49(4):22-29.

    Google Scholar 

  • Van Zijl, G.P.A.G., Wittmann, F.H. (2010). On durability of SHCC. Journal of Advanced Concrete Technology 8(3):261-271.

    Google Scholar 

  • Van Zijl, G.P.A.G., Wittmann, F.H. (eds.) (2011). Durability of strain-hardening fibre-reinforced cement-based composites (SHCC), State-of-the-Art Report of RILEM Technical Committee 208-HFC, Sub-Committee 2, Volume 4, Springer.

    Google Scholar 

  • Van Zijl, G.P.A.G., Wittmann, F.H., Oh, B.H., Kabele, P., Toledo Filho, R.D., Fairbairn, E.M.R., Slowik, V., Ogawa, A., Hoshiro, H., Mechtcherine, V., Altmann, F., Lepech, M.D. (2012). Durability of strain-hardening cement-based composites (SHCC). International Journal of Materials and Structures 45(10):1447-1463.

    Google Scholar 

  • Van Zijl, G.P.A.G., Wittmann, F.H., Toledo Filho, R.D., Slowik, V., Mihashi, H. (2016). Comparative testing of crack formation in SHCC. International Journal of Materials and Structures 49(4):1175-1189.

    Google Scholar 

  • Wagner, C., Slowik, V. (2012). Strain hardening cement-based composites for repair layers on cracked concrete surfaces. Proceedings of Concrete Solutions, 4th International Conference on Concrete Repair, 26-28 September 2011, Dresden, Germany, Taylor and Francis Group, London, pp. 775-782.

    Google Scholar 

  • Wagner, C., Dolase, A., Slowik, V. (2012). Evaluation of crack patterns in SHCC with respect to water permeability and capillary suction. Proceedings of the 3rd International Conference on Concrete Repair, Rehabilitation and Retrofitting (ICCRRR 2012), 3-5 September 2012, Cape Town, South Africa, CRC Press, Leiden, The Netherlands, pp. 972–977.

    Google Scholar 

  • Wang, K., Jansen, D.C., Shah S.P. (1997). Permeability study of cracked concrete. Cement and Concrete Research 27(3):381-393.

    Google Scholar 

  • Wang, P., Wittmann, F.H., Zhao, T., Huang, W. (2011). Evolution of crack patterns on SHCC as function of imposed strain. Proceedings of the 2nd RILEM Conference on SHCC (PRO 81), 12-14 December 2011, Rio de Janeiro, Brazil, RILEM Publication S.A.R.L., Bagneux, France, pp. 217-224.

    Google Scholar 

  • Wittmann, F.H., Zhao, T., Wang, F., Wang, L. (2010). Aspects of durability of strain hardening cement-based composites under imposed strain. Proceedings of the International Conference on Advanced Concrete Materials, 17-19 November 2009, Stellenbosch, South Africa, CRC Press, pp. 173-179.

    Google Scholar 

  • Zhang, P., Wittmann, F.H., Zhao, T.J., Lehmann, E.H., Tian, L., Vontobel, P. (2010). Observation and quantification of water penetration into strain-hardening cement-based composites (SHCC) with multiple cracks by means of neutron radiography. Nuclear Instruments and Methods in Physics Research A 620 (2010):414-420.

    Google Scholar 

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Authors and Affiliations

  1. Stellenbosch University, Stellenbosch, South Africa

    Gideon P. A. G. van Zijl & William P. Boshoff

  2. Leipzig University of Applied Sciences, Leipzig, Germany

    Christian Wagner & Volker Slowik

Authors
  1. Gideon P. A. G. van Zijl
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  2. William P. Boshoff
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  3. Christian Wagner
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  4. Volker Slowik
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Correspondence to Gideon P. A. G. van Zijl .

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Editors and Affiliations

  1. Department of Civil Engineering, University of Stellenbosch, Matieland, South Africa

    Gideon P.A.G. van Zijl

  2. Leipzig University of Applied Sciences, Leipzig, Germany

    Volker Slowik

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van Zijl, G.P.A.G., Boshoff, W.P., Wagner, C., Slowik, V. (2017). Introduction: Crack Distribution and Durability of SHCC. In: van Zijl, G., Slowik, V. (eds) A Framework for Durability Design with Strain-Hardening Cement-Based Composites (SHCC). RILEM State-of-the-Art Reports, vol 22. Springer, Dordrecht. https://doi.org/10.1007/978-94-024-1013-6_1

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  • DOI: https://doi.org/10.1007/978-94-024-1013-6_1

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