Fire Performance of Sustainable Recycled Concrete Aggregates: Mechanical Properties at Elevated Temperatures and Current Research Needs

[1]  C. Maluk,et al.  Development and application of a novel test method for studying the fire behaviour of CFRP prestressed concrete structural elements , 2014 .

[2]  Sami W. Tabsh,et al.  Influence of recycled concrete aggregates on strength properties of concrete , 2009 .

[3]  J. B. Davison,et al.  Displacement measurement in studies of steel T-stub connections , 2001 .

[4]  Fouad M. Khalaf,et al.  Performance of Brick Aggregate Concrete at High Temperatures , 2004 .

[5]  Chuanzeng Zhang,et al.  Fire Damage and Residual Strengths of Recycled Aggregate Concrete , 2007 .

[6]  Tarek Zayed,et al.  Efficient Utilization of Recycled Concrete Aggregate in Structural Concrete , 2013 .

[7]  Izabela Hager,et al.  Colour Change in Heated Concrete , 2014 .

[8]  Chi Sun Poon,et al.  Effect of microstructure of ITZ on compressive strength of concrete prepared with recycled aggregates , 2004 .

[9]  J. de Brito,et al.  Post-fire residual mechanical properties of concrete made with recycled concrete coarse aggregates , 2011 .

[10]  Robert Jansson,et al.  Fire spalling of concrete – A historical overview , 2013 .

[11]  Gyu-Yong Kim,et al.  An experimental study on the residual mechanical properties of fiber reinforced concrete with high temperature and load , 2013 .

[12]  P. Pankaj,et al.  Thermal Propagation through Tensile Cracks in Reinforced Concrete , 2012 .

[13]  Johan Silfwerbrand,et al.  Fire spalling of concrete , 2013 .

[14]  G. A. Khoury,et al.  Material and environmental factors influencing the compressive strength of unsealed cement paste and concrete at high temperatures , 1993 .

[15]  Venkatesh Kodur,et al.  Properties of Concrete at Elevated Temperatures , 2014 .

[16]  Claudio Javier Zega,et al.  Recycled concrete exposed to high temperatures , 2006 .

[17]  Peter Schaumann,et al.  Young’s modulus and Poisson’s ratio of concrete at high temperatures: Experimental investigations , 2013 .

[18]  P. J. E. Sullivan,et al.  The performance of concrete at elevated temperatures (as measured by the reduction in compressive strength) , 1992 .

[19]  Luke Bisby,et al.  Unbonded post tensioned concrete in fire: A review of data from furnace tests and real fires , 2011 .

[20]  A W Beeby,et al.  CONCISE EUROCODE FOR THE DESIGN OF CONCRETE BUILDINGS. BASED ON BSI PUBLICATION DD ENV 1992-1-1: 1992. EUROCODE 2: DESIGN OF CONCRETE STRUCTURES. PART 1: GENERAL RULES AND RULES FOR BUILDINGS , 1993 .

[21]  Patrick Bamonte,et al.  Properties of Concrete Subjected to Extreme Thermal Conditions , 2014 .

[22]  Bertil R. R. Persson,et al.  Fire resistance of self-compacting concrete, SCC , 2004 .

[23]  Ehab Ellobody,et al.  Fire tests on unbonded post-tensioned one-way concrete slabs , 2009 .

[24]  Mukesh Limbachiya,et al.  Performance of portland/silica fume cement concrete produced with recycled concrete aggregate , 2012 .

[25]  S. Sarhat,et al.  Residual Mechanical Response of Recycled Aggregate Concrete after Exposure to Elevated Temperatures , 2013 .

[26]  Sudhirkumar V. Barai,et al.  Behaviour of recycled aggregate concrete under drop weight impact load , 2011 .

[27]  John Gales.  Unbonded post-tensioned concrete structures in fire , 2013 .

[28]  Lianchong Li,et al.  Study on mechanism of thermal spalling in concrete exposed to elevated temperatures , 2011 .

[29]  Rehan Sadiq,et al.  An overview of construction and demolition waste management in Canada: a lifecycle analysis approach to sustainability , 2013, Clean Technologies and Environmental Policy.

[30]  Venkatesh Kodur,et al.  Hydrothermal model for predicting fire-induced spalling in concrete structural systems , 2009 .

[31]  Andrea Frangi,et al.  Explosive spalling of concrete in fire: Test report , 2013 .

[32]  John M. WattsJr..  Editorial: Sustainable Fire Safety , 2000 .

[33]  Lisa Choe,et al.  Fundamental behavior of CFT beam-columns under fire loading , 2013 .

[34]  Mark F. Green,et al.  Residual strength of concrete containing recycled materials after exposure to fire: A review , 2013 .

[35]  A. W. Beeby,et al.  Designers Guide to EN 1992-1-1 and EN 1992-1-2 Eurocode 2: Design of Concrete Structures. General rules and rules for buildings and structural fire design , 2005 .

[36]  David Coulson,et al.  Delivering London 2012: temporary venues , 2011 .

[37]  Ehab Ellobody,et al.  Comparison of unbonded and bonded post-tensioned concrete slabs under fire conditions , 2009 .

[38]  Claudio Javier Zega,et al.  Recycled concrete made with different natural coarse aggregates exposed to high temperature , 2009 .

[39]  C. Ho,et al.  Recycled Concrete Using Crushed Construction Waste Bricks Subject to Elevated Temperatures , 2010 .

[40]  R. Siddique,et al.  Properties of concrete containing ground granulated blast furnace slag (GGBFS) at elevated temperatures , 2012 .

[41]  Neil A. Hoult,et al.  Curvature Monitoring of Beams Using Digital Image Correlation , 2014 .

[42]  Luke Bisby,et al.  New Parameters to Describe High-Temperature Deformation of Prestressing Steel Determined Using Digital Image Correlation , 2012 .

[43]  Zhu-guo Li,et al.  Effects of elevated temperatures on properties of concrete containing ground granulated blast furnace slag as cementitious material , 2012 .

[44]  C. Poon,et al.  Effect of the quality of parent concrete on the properties of high performance recycled aggregate concrete , 2015 .

[45]  Evelyne Toussaint,et al.  Analysis of Cracks and Deformations in a Full Scale Reinforced Concrete Beam Using a Digital Image Correlation Technique , 2011 .

[46]  Bing Chen,et al.  Experimental study of mechanical properties of normal-strength concrete exposed to high temperatures at an early age , 2009 .

[47]  B. Meng,et al.  Transient strain of high strength concrete at elevated temperatures and the impact of polypropylene fibers , 2012 .

[48]  Jean-Christophe Mindeguia,et al.  Temperature, Pore Pressure and Mass Variation of Concrete Subjected to High Temperature -- Experimental and Numerical Discussion on Spalling Risk , 2010 .

[49]  Neil A. Hoult,et al.  Optimum Accuracy of Two-Dimensional Strain Measurements Using Digital Image Correlation , 2012 .

[50]  W. A. Take,et al.  Soil deformation measurement using particle image velocimetry (PIV) and photogrammetry , 2003 .

[51]  Ulrich Schneider,et al.  Recommendation of RILEM TC 200-HTC: Mechanical concrete properties at high temperatures-modelling and applications : Part I. General presentation , 2007 .

[52]  N. Carino,et al.  Effects of Test Conditions and Mixture Proportions on Behavior of High-Strength Concrete Exposed to High Temperatures , 2002 .

[53]  František Wald,et al.  Performance-Based Fire Engineering of Structures , 2012 .