Self-healing of cracks in cement paste affected by additional Ca2+ ions in the healing agent

Cracks in reinforced concrete provide preferential access for aggressive substances into the concrete. Therefore, the corrosion of reinforcement bars is accelerated. Besides, carbonation, sulfate attack, and alkali–silicate reaction take place deep inside the concrete. Fortunately, from previous experiments, it was found that cracks in concrete can be healed with water and Ca is a main chemical element of the reaction products of self-healing. However, the ion concentrations in water can be various depending on the sources of water. There is still a lack of information on the effect of ion concentrations on self-healing. In this article, the effect of Ca2+ ions on self-healing was investigated experimentally. Ca(OH)2 was added into water as a healing agent. Self-healing behavior of cracks with saturated Ca(OH)2 solution was explored and compared with that with distilled water. In order to gain deeper insight into the mechanism, the reaction products of self-healing were characterized by energy-dispersive spectroscopy, Fourier transform infrared spectroscopy, and thermogravimetric analysis. In addition, the filling fraction of cracks as a function of time was determined by means of backscattered electron image analysis. The efficiency of self-healing induced by saturated Ca(OH)2 solution was evaluated and compared with that with distilled water.

[1]  I. Halikia,et al.  Kinetic study of the thermal decomposition of calcium carbonate by isothermal methods of analysis , 2001 .

[2]  Victor C. Li,et al.  Robust Self-Healing Concrete for Sustainable Infrastructure , 2012 .

[3]  Farshad Rajabipour,et al.  Quantifying the effects of crack width, tortuosity, and roughness on water permeability of cracked mortars , 2012 .

[4]  Jeffrey W. Bullard,et al.  New Insights Into the Effect of Calcium Hydroxide Precipitation on the Kinetics of Tricalcium Silicate Hydration , 2010 .

[5]  F. Jacobs,et al.  Permeability to gas of partially saturated concrete , 1998 .

[6]  Vincent Picandet,et al.  Effect of axial compressive damage on gas permeability of ordinary and high-performance concrete , 2001 .

[7]  Kim Van Tittelboom,et al.  Self-Healing Concrete through Incorporation of Encapsulated Bacteria- or Polymer-Based Healing Agents ('Zelfhelend beton door incorporatie van ingekapselde bacteri , 2012 .

[8]  Eduardus A. B. Koenders,et al.  Self-healing of surface cracks in mortars with expansive additive and crystalline additive , 2012 .

[9]  Luc Taerwe,et al.  Influence of limestone powder used as filler in SCC on hydration and microstructure of cement pastes , 2007 .

[10]  Vincent Picandet,et al.  Crack Effects on Gas and Water Permeability of Concretes , 2009 .

[11]  Nele De Belie,et al.  Use of silica gel or polyurethane immobilized bacteria for self-healing concrete , 2012 .

[12]  I. Odler,et al.  Early hydration of tricalcium silicate II. The induction period , 1979 .

[13]  J. J. Kollek The determination of the permeability of concrete to oxygen by the Cembureau method—a recommendation , 1989 .

[14]  M. Carcasses,et al.  Gas permeability of concrete in relation to its degree of saturation , 1999 .

[15]  G. Muyzer,et al.  Application of bacteria as self-healing agent for the development of sustainable concrete , 2010 .

[16]  D. Cocke,et al.  An FTIR and XPS investigations of the effects of carbonation on the solidification/stabilization of cement based systems-Portland type V with zinc , 1993 .

[17]  Stefan Jacobsen,et al.  Sem observations of the microstructure of frost deteriorated and self-healed concretes , 1995 .

[18]  Jeffrey W. Bullard,et al.  Modeling and simulation of cement hydration kinetics and microstructure development , 2011 .

[19]  Paul F. McMillan,et al.  Structure of Calcium Silicate Hydrate (C‐S‐H): Near‐, Mid‐, and Far‐Infrared Spectroscopy , 2004 .

[20]  Carolyn M. Dry,et al.  Three-part methylmethacrylate adhesive system as an internal delivery system for smart responsive concrete , 1996 .

[21]  Carolyn M. Dry,et al.  Design of self-growing, self-sensing, and self-repairing materials for engineering applications , 2001, SPIE Micro + Nano Materials, Devices, and Applications.

[22]  Erik Schlangen,et al.  Preparation of capsules containing rejuvenators for their use in asphalt concrete. , 2010, Journal of hazardous materials.

[23]  Jinping Ou,et al.  Self-repairing performance of concrete beams strengthened using superelastic SMA wires in combination with adhesives released from hollow fibers , 2008 .

[24]  Gilles Pijaudier-Cabot,et al.  Experimental characterization of the self-healing of cracks in an ultra high performance cementitious material: Mechanical tests and acoustic emission analysis , 2007 .

[25]  J. Bullard,et al.  Why alite stops hydrating below 80% relative humidity , 2011 .

[26]  S. D. Mookhoek,et al.  Novel routes to liquid-based self-healing polymer systems , 2010 .

[27]  Xianming Shi,et al.  A self-healing cementitious composite using oil core/silica gel shell microcapsules , 2011 .

[28]  C. Morley,et al.  Self-sealing property of concrete—Experimental evidence , 1997 .

[29]  H. Reinhardt,et al.  Permeability and self-healing of cracked concrete as a function of temperature and crack width , 2003 .

[30]  Guang Ye,et al.  Characterization and quantification of self-healing behaviors of microcracks due to further hydration in cement paste , 2013 .

[31]  Hirozo Mihashi,et al.  FUNDAMENTAL STUDY ON DEVELOPMENT OF INTELLIGENT CONCRETE WITH SELF-HEALING CAPABILITY FOR PREVENTION OF WATER LEAKAGE , 2000 .

[32]  H. Taylor,et al.  A multi-method study of C3S hydration , 1978 .

[33]  S. Ghosh,et al.  Infrared and Raman spectral studies in cement and concrete (review) , 1980 .

[34]  Shunzhi Qian,et al.  Self-healing behavior of strain hardening cementitious composites incorporating local waste materials , 2009 .

[35]  Mustafa Şahmaran,et al.  Effect of flexure induced transverse crack and self-healing on chloride diffusivity of reinforced mortar , 2007 .

[36]  Jixiao Wang,et al.  Preparation and characterization of polyurea microcapsules containing colored electrophoretic responsive fluid , 2007 .

[37]  N. Sottos,et al.  Wax‐Protected Catalyst Microspheres for Efficient Self‐Healing Materials , 2005 .

[38]  P. Rouxhet,et al.  The hydration of tricalcium silicate: Calcium concentration and portlandite formation , 1977 .

[39]  K. Van Breugel,et al.  IS THERE A MARKET FOR SELF-HEALING CEMENT- BASED MATERIALS? , 2007 .

[40]  Will Hansen,et al.  Investigation of blended cement hydration by isothermal calorimetry and thermal analysis , 2005 .

[41]  Luis Pedro Esteves,et al.  On the hydration of water-entrained cement-silica systems: Combined SEM, XRD and thermal analysis in cement pastes , 2011 .

[42]  Guang Ye,et al.  Simulation of self-healing by further hydration in cementitious materials , 2012 .

[43]  Stefan Jacobsen,et al.  Self healing of high strength concrete after deterioration by freeze/thaw , 1996 .

[44]  Toshiharu Kishi,et al.  Crack Self-healing Behavior of Cementitious Composites Incorporating Various Mineral Admixtures , 2010 .

[45]  A.L.A. Fraaij,et al.  Application of encapsulated lightweight aggregate impregnated with sodium monofluorophosphate as a self-healing agent in blast furnace slag mortar , 2011 .