Application of lightweight aggregate and rice husk ash to incorporate phase change materials into cementitious materials

References

• Raoux S, Wuttig M. Phase change materials. San Jose, CA: Springer; 2009.10.1007/978-0-387-84874-7
   Google Scholar
• Baetens R, Jelle BP, Gustavsen A. Phase change materials for building applications: a state-of-the-art review. Energy Build. 2010;42:1361–1368.10.1016/j.enbuild.2010.03.026
   Web of Science ®Google Scholar
• Zalba B, Marin JM, Cabeza LF, et al. Review on thermal energy storage with phase change: materials, heat transfer analysis and applications. Appl. Therm. Eng. 2003;23:251–283.10.1016/S1359-4311(02)00192-8
   Web of Science ®Google Scholar
• Sharifi NP, Sakulich A. Application of phase change materials in structures and pavements. In: Thompson MK, editor. Proceedings of the 2nd International Workshop on Design in Civil and Environmental Engineering; Worcester, MA; 2013.
   Google Scholar
• Sharifi NP, Sakulich A. Application of phase change materials to improve the thermal performance of cementitious material. Energy Build. 2015;103:83–95.
   Web of Science ®Google Scholar
• Sharifi NP, Freeman GE, Sakulich AR. Using COMSOL modeling to investigate the efficiency of PCMs at modifying temperature changes in cementitious materials – case study. Constr. Build. Mater. 2015;101, Part 1:965–974.10.1016/j.conbuildmat.2015.10.162
   Web of Science ®Google Scholar
• Kong X, Lu S, Li Y, et al. Numerical study on the thermal performance of building wall and roof incorporating phase change material panel for passive cooling application. Energy Build. 2014;81:404–415.
   Web of Science ®Google Scholar
• Dutil Y, Rousse DR, Salah NB, et al. A review on phase-change materials: mathematical modeling and simulations. Renew. Sustain. Energy Rev. 2011;15:112–130.10.1016/j.rser.2010.06.011
   Web of Science ®Google Scholar
• Sage-Lauck J, Sailor D. Evaluation of phase change materials for improving thermal comfort in a super-insulated residential building. Energy Build. 2014;79:32–40.10.1016/j.enbuild.2014.04.028
   Web of Science ®Google Scholar
• Khudhair AM, Farid MM. A review on energy conservation in building applications with thermal storage by latent heat using phase change materials. Energy Convers. Manage. 2004;45:263–275.10.1016/S0196-8904(03)00131-6
   Web of Science ®Google Scholar
• Athienitis AK, Liu C, Hawes D, et al. Investigation of the thermal performance of a passive solar test-room with wall latent heat storage. Build. Environ. 1997;32:405–410.10.1016/S0360-1323(97)00009-7
   Web of Science ®Google Scholar
• Hittle DC. Phase change materials in floor tiles for thermal energy storage. In: Other information: PBD: 1 Oct 2002; Fort Collins (CO): Colorado State University. 2002. p. Medium: ED; Size: 42 pages.
   Google Scholar
• Sharifi NP, Shaikh AAN, Sakulich AR. COMSOL modeling of temperature changes in building materials incorporating phase change materials. In: Proceeding of the COMSOL Conference; Boston, MA; 2015.
   Google Scholar
• Sakulich AR, Bentz DP. Increasing the service life of bridge decks by incorporating phase-change materials to reduce freeze–thaw cycles. J. Mater. Civ. Eng. 2011;24:1034–1042.
   Web of Science ®Google Scholar
• Cao J, Chung D. Damage evolution during freeze–thaw cycling of cement mortar, studied by electrical resistivity measurement. Cem. Concr. Res. 2002;32:1657–1661.10.1016/S0008-8846(02)00856-6
   Web of Science ®Google Scholar
• Bentz DP. A computer model to predict the surface temperature and time-of-wetness of concrete pavements and bridge decks. Springfield, VA: US Department of Commerce, Technology Administration, National Institute of Standards and Technology; 2000.
   Google Scholar
• Sharifi NP, Sakulich A, Mallick R. Experimental apparatuses for the determination of pavement material thermal properties. Green Streets, Highways, and Development 2013: Advancing the Practice. Austin, TX: ASCE; 2013.doi:10.1061/9780784413197.010.
   Google Scholar
• National Cooperative Highway Research Program. Design guide: mechanistic – empirical design of new & rehabilitated pavement structures; Champaign, IL: NCHRP; 2003.
   Google Scholar
• Mallick RB, Sakulich AR, Chen BL, et al. Cool and long lasting pavements with geosynthetic reinforced chip seals. In: Green Streets, Highways, and Development 2013@ sAdvancing the Practice. Austin, TX: ASCE; 2013.
   Google Scholar
• Huang Y-H, Adams TM, Pincheira JA. Analysis of life-cycle maintenance strategies for concrete bridge decks. J Bridge Eng. 2004;9:250–258.10.1061/(ASCE)1084-0702(2004)9:3(250)
   Web of Science ®Google Scholar
• Armstrong A, Reid L, Davis AJ, et al. An integrated approach for designing and building sustainable roads. In: Green Streets, Highways, and Development 2013@ sAdvancing the Practice. Austin, TX: ASCE; 2013.
   Google Scholar
• Eddhahak A, Drissi J, Colin J, et al. Effect of phase change materials on the hydration reaction and kinetic of PCM-mortars. J. Therm. Anal. Calorim. 2014;117:537–545.
   Web of Science ®Google Scholar
• Hajilar S, Shafei B. Nano-scale investigation of elastic properties of hydrated cement paste constituents using molecular dynamics simulations. Comput. Mater. Sci. 2015;101:216–226.10.1016/j.commatsci.2014.12.006
   Web of Science ®Google Scholar
• Tyagi V, Pandey AK, Kothari R, et al. Thermodynamics and performance evaluation of encapsulated PCM-based energy storage systems for heating application in building. J. Therm. Anal. Calorim. 2014;115:915–924.10.1007/s10973-013-3215-z
   Web of Science ®Google Scholar
• Miyamoto S, Takeuchi M. Snow-melting and de-icing system on road using natural thermal energy sources. In: New Challenges for Winter Road Service XIth International Winter Road Congress. World Road Association-PIRAC, Sapporo, Japan; 2002.
   Google Scholar
• Sun Z, Zhang Y, Zheng S, et al. Preparation and thermal energy storage properties of paraffin/calcined diatomite composites as form-stable phase change materials. Thermochim. Acta. 2013;558:16–21.10.1016/j.tca.2013.02.005
   Web of Science ®Google Scholar
• Sakulich A, Bentz D. Incorporation of phase change materials in cementitious systems via fine lightweight aggregate. Constr. Build. Mater. 2012;35:483–490.10.1016/j.conbuildmat.2012.04.042
   Web of Science ®Google Scholar
• Bentz DP, Turpin R. Potential applications of phase change materials in concrete technology. Cem. Concr. Compos. 2007;29:527–532.10.1016/j.cemconcomp.2007.04.007
   Web of Science ®Google Scholar
• de Sensale GR, Ribeiro AB, Gonçalves A. Effects of RHA on autogenous shrinkage of Portland cement pastes. Cem. Concr. Compos. 2008;30:892–897.10.1016/j.cemconcomp.2008.06.014
   Web of Science ®Google Scholar
• Onojah AD, Agbendeh NA, Mbakaan C. Rice husk ash refractory: the temperature dependent crystalline phase aspects. IJRRAS. 2013;15:246–248.
   Google Scholar
• Yu Q, Sawayama K, Sugita S, et al. The reaction between rice husk ash and Ca(OH)2 solution and the nature of its product. Cem. Concr. Res. 1999;29:37–43.10.1016/S0008-8846(98)00172-0
   Web of Science ®Google Scholar
• Van Tuan N, Ye G, Van Breugel K, et al. Hydration and microstructure of ultra high performance concrete incorporating rice husk ash. Cem. Concr. Res. 2011;41:1104–1111.10.1016/j.cemconres.2011.06.009
   Web of Science ®Google Scholar
• Bentz DP, Lura P, Roberts JW. Mixture proportioning for internal curing. Concr. Int. 2005;27:35–40.
   Google Scholar
• Mehta PK. Properties of blended cements made from rice husk ash. ACI J. Proc. 1977;74:440–442. ACI.
   Web of Science ®Google Scholar
• Zhang M, Lastra R, Malhotra V. Rice-husk ash paste and concrete: some aspects of hydration and the microstructure of the interfacial zone between the aggregate and paste. Cem. Concr. Res. 1996;26:963–977.10.1016/0008-8846(96)00061-0
   Web of Science ®Google Scholar
• Zhang M-H, Malhotra VM. High-performance concrete incorporating rice husk ash as a supplementary cementing material. ACI Mater. J. 1996;93:629–636.
   Web of Science ®Google Scholar
• Cusson D, Hoogeveen T. Internal curing of high-performance concrete with pre-soaked fine lightweight aggregate for prevention of autogenous shrinkage cracking. Cem. Concr. Res. 2008;38:757–765.10.1016/j.cemconres.2008.02.001
   Web of Science ®Google Scholar
• Bentz DP, Weiss WJ. Internal curing: a 2010 state-of-the-art review. US Department of Commerce, National Institute of Standards and Technology; 2011.10.6028/NIST.IR.7765
   Google Scholar
• Merzouki T, Bouasker M, Khalifah NEH, et al. Contribution to the modeling of hydration and chemical shrinkage of slag-blended cement at early age. Constr. Build. Mater. 2013;44:368–380.10.1016/j.conbuildmat.2013.02.022
   Web of Science ®Google Scholar
• Pang X, Meyer C, Funkhouser GP, et al. An innovative test apparatus for oil well cement: in-situ measurement of chemical shrinkage and tensile strength. Constr. Build. Mater. 2015;74:93–101.10.1016/j.conbuildmat.2014.10.025
   Web of Science ®Google Scholar
• Holt E. Contribution of mixture design to chemical and autogenous shrinkage of concrete at early ages. Cem. Concr. Res. 2005;35:464–472.10.1016/j.cemconres.2004.05.009
   Web of Science ®Google Scholar
• Bentz DP, Jensen OM. Mitigation strategies for autogenous shrinkage cracking. Cem. Concr. Compos. 2004;26:677–685.10.1016/S0958-9465(03)00045-3
   Web of Science ®Google Scholar
• Bentz D, Snyder K. Protected paste volume in concrete: extension to internal curing using saturated lightweight fine aggregate. Cem. Concr. Res. 1999;29:1863–1867.10.1016/S0008-8846(99)00178-7
   Web of Science ®Google Scholar
• Bentur A, Igarashi S-I, Kovler K. Prevention of autogenous shrinkage in high-strength concrete by internal curing using wet lightweight aggregates. Cem. Concr. Res. 2001;31:1587–1591.10.1016/S0008-8846(01)00608-1
   Web of Science ®Google Scholar
• Lura P. Autogenous deformation and internal curing of concrete. TU Delft, Delft University of Technology; 2003.
   Google Scholar
• Kovler K, Jensen OM. Internal curing of concrete – state-of-the-art report of RILEM Technical Committee 196-ICC. RILEM Report 41; 2007. pp: 161.
   Google Scholar
• Wittmann FH. Physikalische Messungen an Zementstein [Physical measurements on cement stone.]. [PhD dissertation]. Munich, Germany: University of Munich; 1968. Mikrokopie.
   Google Scholar
• Bentz DP, Stutzman PE. Internal curing and microstructure of high-performance mortars. ACI SP-256, Internal curing of high performance concretes: laboratory and field experiences, Gaithersburg, MD; 2008; 81–90.
   Google Scholar
• Geiker MR, Bentz DP, Jensen OM. Mitigating autogenous shrinkage by internal curing. ACI Spec. Publ. 2004;1:143–154.
   Google Scholar
• Hobbs DW. Influence of aggregate restraint on the shrinkage of concrete. ACI J. Proc. 1974;71:445–450. ACI.
   Google Scholar
• Bentz DP, Peltz MA, Winpigler J. Early-age properties of cement-based materials. II: influence of water-to-cement ratio. J. Mater. Civ. Eng. 2009;21:512–517.10.1061/(ASCE)0899-1561(2009)21:9(512)
   Web of Science ®Google Scholar
• Pane I, Hansen W. Investigation of blended cement hydration by isothermal calorimetry and thermal analysis. Cem. Concr. Res. 2005;35:1155–1164.10.1016/j.cemconres.2004.10.027
   Web of Science ®Google Scholar
• Meshgin P, Xi Y. Effect of phase-change materials on properties of concrete. ACI Mater. J. 2012;109:71–80.
   Web of Science ®Google Scholar
• Ling T-C, Poon C-S. Use of phase change materials for thermal energy storage in concrete: an overview. Constr. Build. Mater. 2013;46:55–62.10.1016/j.conbuildmat.2013.04.031
   Web of Science ®Google Scholar
• Hunnicutt WA. Characterization of calcium-silicate-hydrate and calcium-alumino-silicate-hydrate. University of Illinois at Urbana-Champaign; 2013.
   Google Scholar
• Hartmann A, Khakhutov M, Buhl J-C. Hydrothermal synthesis of CSH-phases (tobermorite) under influence of Ca-formate. Mater. Res. Bull. 2014;51:389–396.10.1016/j.materresbull.2013.12.030
   Web of Science ®Google Scholar
• Wang K, Nelsen DE, Nixon WA. Damaging effects of deicing chemicals on concrete materials. Cem. Concr. Compos. 2006;28:173–188.10.1016/j.cemconcomp.2005.07.006
   Web of Science ®Google Scholar
• Shalchy, F, Rahbar N. Nanostructure of cement/polymer fiber interfaces. In: CONCREEP 10. Vienna; 2015. p. 872–876.
   Google Scholar
• Ke Y, et al. Identification of microstructural characteristics in lightweight aggregate concretes by micromechanical modelling including the interfacial transition zone (ITZ). Cem. Concr. Res. 2010;40:1590–1600.10.1016/j.cemconres.2010.07.001
   Web of Science ®Google Scholar
• Scrivener KL, Crumbie AK, Laugesen P. The interfacial transition zone (ITZ) between cement paste and aggregate in concrete. Interface Sci. 2004;12:411–421.10.1023/B:INTS.0000042339.92990.4c
   Google Scholar
• Shalchy F, Rahbar N. Nanostructural characteristics and interfacial properties of polymer fibers in cement matrix. ACS Appl. Mater. Interfaces. 2015;7:17278–17286.
   PubMed Web of Science ®Google Scholar
• Königsberger M, Pichler B, Hellmich C. Micromechanics of ITZ-aggregate interaction in concrete part II: strength upscaling. J. Am. Ceram. Soc. 2014;97:543–551.10.1111/jace.12606
   Web of Science ®Google Scholar
• Sharifi NP, Blanchard MG, Sakulich AR. Investigation of the interfacial transition zone of lightweight aggregate used as phases change materials carrier. In: 37th International Conference on Cement Microscopy. Seattle, WA, USA; 2015.
   Google Scholar