Effect of cooling regime on the residual performance of high-volume palm oil fuel ash concrete exposed to high temperatures

This paper presents the experimental findings of a study on the effect of cooling method on the residual performance of concrete containing a high volume of palm oil fuel ash (POFA) exposed to high temperatures. In this study, concrete samples were made in which the ordinary Portland cement was replaced by 50%, 60% and 70% POFA. The test specimens were then thermally treated to elevated temperatures of 200, 400, 600 and 800 °C in an electric furnace for a period of 1 h. The specimens were cured by air cooling or water cooling and examined for ultrasonic pulse velocity and changes in weight and residual compressive strength. At higher temperatures, the reduction in the ultrasonic pulse velocity of concrete was higher for all of the mixes. Along with the loss of weight, the residual compressive strength of concrete was also reduced. Of the two regimes, the air-cooling system exhibited better performance in recovering the structural properties of concrete containing a high volume of POFA.

[1]  A. Rashad An investigation of high-volume fly ash concrete blended with slag subjected to elevated temperatures , 2015 .

[2]  Alaa M. Rashad,et al.  Effect of elevated temperature on physico-mechanical properties of blended cement concrete , 2011 .

[3]  A. S. M. Abdul Awal,et al.  Mechanical Properties of Concrete Incorporating High Volume Palm Oil Fuel Ash , 2012 .

[4]  S. Aydın,et al.  Effect of Pumice and Fly Ash Incorporation on High Temperature Resistance of Cement Based Mortars , 2007 .

[5]  G. Peng,et al.  Effect of thermal shock due to rapid cooling on residual mechanical properties of fiber concrete exposed to high temperatures , 2008 .

[6]  O. Arioz Effects of elevated temperatures on properties of concrete , 2007 .

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

[8]  M. Ismail,et al.  Influence of elevated temperatures on physical and compressive strength properties of concrete containing palm oil fuel ash , 2011 .

[9]  Joo-Hwa Tay,et al.  Ash from Oil-Palm Waste as a Concrete Material , 1990 .

[10]  P. K. Mehta HIGH PERFORMANCE, HIGH-VOLUME FLY ASH CONCRETE FOR SUSTAINABLE DEVELOPMENT , 2004 .

[11]  Bing Chen,et al.  RESIDUAL STRENGTH OF HYBRID-FIBER-REINFORCED HIGH-STRENGTH CONCRETE AFTER EXPOSURE TO HIGH TEMPERATURES , 2004 .

[12]  S. Alsayed,et al.  EFFECT OF ELEVATED TEMPERATURE ON MECHANICAL PROPERTIES AND MICROSTRUCTURE OF SILICA FLOUR CONCRETE , 2010 .

[13]  R. Siddique,et al.  Influence of high temperature on the properties of concretes made with industrial by-products as fine aggregate replacement , 2011 .

[14]  Venkatesh Kodur,et al.  Effect of High Temperature on Tensile Strength of Different Types of High-Strength Concrete , 2011 .

[15]  Chunxiang Qian,et al.  MECHANICAL PROPERTIES OF HIGH-STRENGTH CONCRETE AFTER FIRE , 2004 .

[16]  Patrick Bamonte,et al.  Today's concretes exposed to fire - test results and sectional analysis , 2008 .

[17]  YiChing Lin,et al.  The effect of post-fire-curing on strength–velocity relationship for nondestructive assessment of fire-damaged concrete strength , 2011 .

[18]  Y. N. Chan,et al.  Residual strength and pore structure of high-strength concrete and normal strength concrete after exposure to high temperatures , 1999 .

[19]  I. Hager,et al.  Behaviour of cement concrete at high temperature , 2013 .

[20]  R. Dhir,et al.  Development of high volume fly ash cements for use in concrete construction , 2005 .

[21]  A. S. M. Abdul Awal,et al.  Evaluation of heat of hydration of concrete containing high volume palm oil fuel ash , 2013 .

[22]  K. Sideris,et al.  Influence of elevated temperatures on the mechanical properties of blended cement concretes prepared with limestone and siliceous aggregates , 2005 .

[23]  Ümit Arpacıoğlu,et al.  Effect of high temperature and cooling conditions on aerated concrete properties , 2009 .

[24]  Guangming Chen,et al.  Compressive behaviour of concrete structures incorporating recycled concrete aggregates, rubber crumb and reinforced with steel fibre, subjected to elevated temperatures , 2014 .