Graphene/fly ash geopolymeric composites as self-sensing structural materials

The reduction of graphene oxide during the processing of fly ash-based geopolymers offers a completely new way of developing low-cost multifunctional materials with significantly improved mechanical and electrical properties for civil engineering applications such as bridges, buildings and roads. In this paper, we present for the first time the self-sensing capabilities of fly ash-based geopolymeric composites containing in situ reduced graphene oxide (rGO). Geopolymeric composites with rGO concentrations of 0.0, 0.1 and 0.35% by weight were prepared and their morphology and conductivity were determined. The piezoresistive effect of the rGO-geopolymeric composites was also determined under tension and compression. The Fourier transform infrared spectroscopy (FTIR) results indicate that the rGO sheets can easily be reduced during synthesis of geopolymers due to the effect of the alkaline solution on the functional groups of GO. The scanning electron microscope (SEM) images showed that the majority of pores and voids within the geopolymers were significantly reduced due to the addition of rGO. The rGO increased the electrical conductivity of the fly ash-based rGO-geopolymeric composites from 0.77 S m−1 at 0.0 wt% to 2.38 S m−1 at 0.35 wt%. The rGO also increased the gauge factor by as much as 112% and 103% for samples subjected to tension and compression, respectively.

[1]  E. Kwon,et al.  A self-sensing carbon nanotube/cement composite for traffic monitoring , 2009, Nanotechnology.

[2]  Bing Chen,et al.  Conductivity of carbon fiber reinforced cement-based composites , 2004 .

[3]  Hui‐Ming Cheng,et al.  The reduction of graphene oxide , 2012 .

[4]  Jing Zhao,et al.  Review of graphene-based strain sensors , 2013 .

[5]  K. Balasubramaniam,et al.  One-pot synthesis of conducting graphene-polymer composites and their strain sensing application. , 2012, Nanoscale.

[6]  Hamid Nikraz,et al.  Strength and water penetrability of fly ash geopolymer concrete , 2011 .

[7]  Hua Xu,et al.  Effect of Curing Temperature and Silicate Concentration on Fly-Ash-Based Geopolymerization , 2006 .

[8]  G. Wiederrecht,et al.  Metal nanoparticle plasmon-enhanced light-harvesting in a photosystem I thin film. , 2011, Nano letters.

[9]  Á. Palomo,et al.  Microstructure Development of Alkali-Activated Fly Ash Cement: A Descriptive Model , 2005 .

[10]  L. Hench,et al.  The sol-gel process , 1990 .

[11]  Mohamed Saafi,et al.  Multifunctional properties of carbon nanotube/fly ash geopolymer nanocomposites , 2013 .

[12]  R. Piner,et al.  Synthesis of graphene-like nanosheets and their hydrogen adsorption capacity , 2010 .

[13]  Wang,et al.  Electrical Conductivity of Alkaline-reduced Graphene Oxide , 2011 .

[14]  Mohamed Saafi,et al.  Enhanced properties of graphene/fly ash geopolymeric composite cement , 2015 .

[15]  Jin-Woo Choi,et al.  Strain-Dependent Resistance of PDMS and Carbon Nanotubes Composite Microstructures , 2010, IEEE Transactions on Nanotechnology.

[16]  Mohamed Saafi,et al.  Wireless and embedded carbon nanotube networks for damage detection in concrete structures , 2009, Nanotechnology.

[17]  C. Macosko,et al.  Graphene/Polymer Nanocomposites , 2010 .

[18]  Jay G. Sanjayan,et al.  Damage behavior of geopolymer composites exposed to elevated temperatures , 2008 .

[19]  Zhongqing Wei,et al.  Reduced graphene oxide molecular sensors. , 2008, Nano letters.

[20]  Jong-Hyun Ahn,et al.  Graphene-based transparent strain sensor , 2013 .

[21]  N. Koratkar,et al.  Fracture and fatigue in graphene nanocomposites. , 2010, Small.

[22]  Eil Kwon,et al.  A carbon nanotube/cement composite with piezoresistive properties , 2009 .

[23]  Yu Xi-Jun,et al.  The discontinuous Petrov?Galerkin method for one-dimensional compressible Euler equations in the Lagrangian coordinate , 2013 .

[24]  E. Allouche,et al.  Experimental evaluation of electrical conductivity of carbon fiber reinforced fly-ash based geopolymer , 2011 .

[25]  L. Brinson,et al.  Functionalized graphene sheets for polymer nanocomposites. , 2008, Nature nanotechnology.

[26]  Xiaohua Zhao,et al.  Pressure-sensitive properties and microstructure of carbon nanotube reinforced cement composites , 2007 .

[27]  Somnath Ghosh,et al.  Strength And Durability Of Fly Ash Geopolymer Blended With Lime Stone Dust , 2013 .

[28]  J. Robinson,et al.  Wafer-scale reduced graphene oxide films for nanomechanical devices. , 2008, Nano letters.

[29]  T. Bakharev,et al.  Resistance of geopolymer materials to acid attack , 2005 .

[30]  D.D.L. Chung,et al.  Uniaxial compression in carbon fiber-reinforced cement, sensed by electrical resistivity measurement in longitudinal and transverse directions , 2000 .

[31]  Hui‐Ming Cheng,et al.  The Fabrication, Properties, and Uses of Graphene/Polymer Composites , 2012 .

[32]  K. MacKenzie,et al.  Electrical and mechanical properties of aluminosilicate inorganic polymer composites with carbon nanotubes , 2009 .

[33]  D.D.L. Chung,et al.  Partial replacement of carbon fiber by carbon black in multifunctional cement–matrix composites , 2007 .

[34]  D. Chung,et al.  Carbon fiber reinforced concrete for smart structures capable of non-destructive flaw detection , 1993 .

[35]  Prinya Chindaprasirt,et al.  Electrical conductivity and dielectric property of fly ash geopolymer pastes , 2011 .

[36]  Guoliang Zhang,et al.  Deoxygenation of Exfoliated Graphite Oxide under Alkaline Conditions: A Green Route to Graphene Preparation , 2008 .

[37]  D.D.L. Chung,et al.  Concrete as a new strain/stress sensor , 1996 .

[38]  F. Avilés,et al.  Electrical and piezoresistive properties of multi-walled carbon nanotube/polymer composite films aligned by an electric field , 2011 .

[39]  Yi-Lung Mo,et al.  Electrical resistance of carbon-nanofiber concrete , 2009 .

[40]  Young-Ju Kim,et al.  Preparation of piezoresistive nano smart hybrid material based on graphene , 2011 .

[41]  H. Patil,et al.  Geopolymer concrete A green concrete , 2010, 2010 2nd International Conference on Chemical, Biological and Environmental Engineering.