Damage behavior of geopolymer composites exposed to elevated temperatures

Abstract This paper presents a study on geopolymers and geopolymer/aggregate composites made with class F fly ash. Samples were heated up to 800 °C to evaluate strength loss due to thermal damage. The geopolymers exhibited strength increases of about 53% after temperature exposure. However, geopolymer/aggregate composites with identical geopolymer binder formulations decreased in strength by up to 65% after the same exposure. Test data from dilatometry measurements of geopolymers and aggregates provides an explanation for this behavior. The tests show that the aggregates steadily expanded with temperature, reaching about 1.5–2.5% expansion at 800 °C. Correspondingly, the geopolymer matrix undergoes contraction of about 1% between 200 °C and 300 °C and a further 0.6% between 700 °C and 800 °C. This apparent incompatibility is concluded to be the cause of the observed strength loss. This study presents the results of 15 different geopolymer combinations (i.e. mixture proportions, curing and age) and four different aggregates.

[1]  T. Bakharev,et al.  Thermal behaviour of geopolymers prepared using class F fly ash and elevated temperature curing , 2006 .

[2]  Hongxi Wang,et al.  Bonding and abrasion resistance of geopolymeric repair material made with steel slag , 2008 .

[3]  J.S.J. van Deventer,et al.  THE EFFECT OF COMPOSITION AND TEMPERATURE ON THE PROPERTIES OF FLY ASH- AND KAOLINITE -BASED GEOPOLYMERS , 2002 .

[4]  J. Sanjayan,et al.  Chemical and Physical Degradation of Concrete at Elevated Temperatures , 1999 .

[5]  Ángel Palomo,et al.  Alkali-activated cementitious materials: Alternative matrices for the immobilisation of hazardous wastes: Part II. Stabilisation of chromium and lead , 2003 .

[6]  Ángel Palomo,et al.  Alkali-activated cementitous materials: Alternative matrices for the immobilisation of hazardous wastes Part I. Stabilisation of boron , 2003 .

[7]  T. Bakharev,et al.  Geopolymeric materials prepared using Class F fly ash and elevated temperature curing , 2005 .

[8]  Michael Yit Lin Chew The assessment of fire damaged concrete , 1993 .

[9]  Ángel Palomo,et al.  Alkali-activated fly ashes: A cement for the future , 1999 .

[10]  K. MacKenzie,et al.  Synthesis and characterisation of materials based on inorganic polymers of alumina and silica: sodium polysialate polymers , 2000 .

[11]  Kwesi Sagoe-Crentsil,et al.  Factors affecting the performance of metakaolin geopolymers exposed to elevated temperatures , 2008 .

[12]  P. K. Mehta,et al.  Greening of the Concrete Industry for Sustainable Development , 2002 .

[13]  B. Vijaya Rangan,et al.  ON THE DEVELOPMENT OF FLY ASH-BASED GEOPOLYMER CONCRETE , 2004 .

[14]  Kwesi Sagoe-Crentsil,et al.  Comparative performance of geopolymers made with metakaolin and fly ash after exposure to elevated temperatures , 2007 .

[15]  B. Rangan,et al.  Sulfate and Acid Resistance of Fly Ash-based Geopolymer Concrete , 2005 .

[16]  V. Sirivivatnanon,et al.  Workability and strength of coarse high calcium fly ash geopolymer , 2007 .

[17]  J. Davidovits Geopolymers : inorganic polymeric new materials , 1991 .

[18]  Craig Heidrich Ash Utilisation - an Australian Perspective , 2003 .

[19]  V. M. Malhotra,et al.  Introduction: Sustainable Development and Concrete Technology , 2002 .

[20]  J. Davidovits Global warming impact on the cement and aggregates industries , 1994 .

[21]  A. Neville Properties of Concrete , 1968 .