Effect of moisture migration and water vapor pressure build-up with the heating rate on concrete spalling type

Abstract In this study, the effect of moisture migration and water vapor pressure build-up within high-strength concrete (HSC) on its spalling property is empirically investigated at various heating rates and compressive strengths with different water-binder ratios (W/B). An experiment is conducted on concrete specimens with various W/Bs by applying two different heating rates: fast and slow heating. It is confirmed that the moisture migration and water vapor pressure within the concrete differ, depending upon the W/B and heating rate. For HSC with W/B less than 0.33, surface spalling occurs due to the formation of moisture clogs on the surfaces of the concrete specimens, under the fast heating condition. For HSC with dense microstructures, although moisture clogs are not formed at specific positions within the concrete specimens, explosive spalling occurs due to boiling liquid expanding vapor explosion (BLEVE) in the concrete pores, under the slow heating condition.

[1]  X. Hou,et al.  Response of unbonded prestressed concrete continuous slabs under fire exposure , 2013 .

[2]  Gyeongcheol Choe,et al.  Evaluation of Properties of 80, 130, 180 MPa High Strength Concrete at High Temperature with Heating and Loading , 2013 .

[3]  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 .

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

[5]  Piti Sukontasukkul,et al.  Post-crack (or post-peak) flexural response and toughness of fiber reinforced concrete after exposure to high temperature , 2010 .

[6]  Venkatesh Kodur,et al.  Spalling in High Strength Concrete Exposed to Fire: Concerns, Causes, Critical Parameters and Cures , 2000 .

[7]  Robert Park,et al.  Structural Behaviour of High Strength Concrete Columns , 1996 .

[8]  G. A. Khoury,et al.  Polypropylene fibres in heated concrete. Part 2. Pressure relief mechanisms and modelling criteria , 2008 .

[9]  B. Schrefler,et al.  Modelling of heated concrete , 2002 .

[10]  Takashi Horiguchi,et al.  Pore pressure development in hybrid fibre – reinforced high strength concrete at elevated temperatures , 2011 .

[11]  Rafat Siddique,et al.  Permeability of high-performance concrete subjected to elevated temperature (600 °C) , 2009 .

[12]  G. L. England,et al.  Prediction of moisture migration and pore pressure build-up in concrete at high temperatures , 2004 .

[13]  N. Gucunski,et al.  Evaluation of the mechanical properties of 200 MPa ultra-high-strength concrete at elevated temperatures and residual strength of column , 2015 .

[14]  Ulrich Schneider,et al.  RILEM Recommendations: Part 4: Tensile strength for service and accident conditions , 2000 .

[15]  Long T. Phan,et al.  Pore pressure and explosive spalling in concrete , 2008 .

[16]  Daniel Quenard,et al.  Spalling and pore pressure in HPC at high temperatures , 2000 .

[17]  Kristian Dahl Hertz,et al.  Limits of spalling of fire-exposed concrete , 2003 .

[18]  L. Phan Fire Performance of High-Strength Concrete: A Report of the State-of-the-Art , 2018 .

[19]  Takashi Horiguchi,et al.  Effect of short fibers on residual permeability and mechanical properties of hybrid fibre reinforced high strength concrete after heat exposition , 2006 .

[20]  Pierre Kalifa,et al.  High-temperature behaviour of HPC with polypropylene fibres: From spalling to microstructure , 2001 .

[21]  M. Ozawa,et al.  Effects of various fibres on high-temperature spalling in high-performance concrete , 2014 .

[22]  Venkatesh Kodur,et al.  Optimization of the type and amount of polypropylene fibres for preventing the spalling of lightweight concrete subjected to hydrocarbon fire , 2004 .

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

[24]  G. A. Khoury,et al.  Polypropylene fibres in heated concrete. Part 1: Molecular structure and materials behaviour , 2008 .

[25]  James R. Lawson,et al.  Effects of elevated temperature exposure on heating characteristics, spalling, and residual properties of high performance concrete , 2001 .