Influence of Mineral Powder Content on the Fracture Behaviors and Ductility of Self-Compacting Concrete

AbstractThis paper describes and discusses an experimental study on the effect of mineral filler on the fracture behavior and ductility of self-compacting concrete (SCC). Based on an experimental program, a series of three-point bending tests was carried out on 118 notched beams. SCC was prepared with various contents of mineral filler with water-to-cement (w/c) ratios of 0.47 and 0.6. For all mixes, the fracture parameters were analyzed using the work-of-fracture method (WFM) and the size-effect method (SEM) to obtain a suitable correlation between these methods that is used to calibrate fracture numerical models. Given an increase in mineral filler content and a decrease in the w/c ratio in SCC, the results yielded the following conclusions: (1) fracture energies, GF in WFM and Gf in SEM, increase slightly; (2) the brittleness number increases; (3) the characteristic length (Lch) in WFM and the fracture process zone length (Cf) in SEM decrease, which may be due to an increase in the packing density and ...

[1]  Bing Chen,et al.  EFFECT OF AGGREGATE ON THE FRACTURE BEHAVIOR OF HIGH STRENGTH CONCRETE , 2004 .

[2]  Z. Bažant,et al.  Determination of fracture energy, process zone longth and brittleness number from size effect, with application to rock and conerete , 1990 .

[3]  Wenzhong Zhu,et al.  Use of different limestone and chalk powders in self-compacting concrete , 2005 .

[4]  Xiaozhi Hu,et al.  Correlation between Cohesive Crack-Tip Local Fracture Energy and Peak Load in Mortar Beams , 2014 .

[5]  Surendra P. Shah,et al.  A Fracture toughness criterion for concrete , 1985 .

[6]  S. Granger,et al.  Influence of paste volume on shrinkage cracking and fracture properties of self-compacting concrete , 2007 .

[7]  Xiaozhi Hu,et al.  Size effect on toughness induced by crack close to free surface , 2000 .

[8]  N. Thom,et al.  Production, microstructure and hydration of sustainable self-compacting concrete with different types of filler , 2013 .

[9]  B. K. Raghu Prasad,et al.  Fracture energy and softening behavior of high-strength concrete , 2002 .

[10]  Thomas A. Bier,et al.  Blends of limestone powder and fly-ash enhance the response of self-compacting mortars , 2012 .

[11]  B. Reddy,et al.  Size effect in self consolidating concrete beams with and without notches , 2010 .

[12]  F. Zhou,et al.  Fracture properties of high strength concrete with varying silica fume content and aggregates , 1995 .

[13]  Arne Hillerborg,et al.  Results of three comparative test series for determining the fracture energyGF of concrete , 1985 .

[14]  Iman M. Nikbin,et al.  Evaluation of the effect of maximum aggregate size on fracture behavior of self compacting concrete , 2014 .

[15]  Bhushan Lal Karihaloo,et al.  Determination of size-independent specific fracture energy of concrete from three-point bend and wedge splitting tests , 2003 .

[16]  Salim Barbhuiya,et al.  Effects of fly ash and dolomite powder on the properties of self-compacting concrete , 2011 .

[17]  Lucie Vandewalle,et al.  Effect of mineral filler type on autogenous shrinkage of self-compacting concrete , 2010 .

[18]  R. K. Singh,et al.  A comparative study on three approaches to investigate the size independent fracture energy of concrete , 2015 .

[19]  Iman M. Nikbin,et al.  The effect of aging on the fracture characteristics and ductility of self-compacting concrete , 2014 .

[20]  Chunhua Shen,et al.  Efficiency of mineral admixtures in concrete: Microstructure, compressive strength and stability of hydrate phases , 2013 .

[21]  Iman M. Nikbin,et al.  Effect of coarse aggregate volume on fracture behavior of self compacting concrete , 2014 .

[22]  Bhushan Lal Karihaloo,et al.  Determination of size-independent specific fracture energy of concrete mixes by the tri-linear model , 2013 .

[23]  B. H. Bharatkumar,et al.  Effect of fly ash and slag on the fracture characteristics of high performance concrete , 2005 .

[24]  P. Dinakar,et al.  Design of self-compacting concrete with ground granulated blast furnace slag , 2013 .

[25]  Tahir Çelik,et al.  Effect of coarse aggregate size and matrix quality on ITZ and failure behavior of concrete under uniaxial compression , 2004 .

[26]  Wu Yao,et al.  Effect of fracture path on the fracture energy of high-strength concrete , 2001 .

[27]  S. Mindess,et al.  The effects of fibre reinforcement on crack propagation in concrete , 1982 .

[28]  Study on fracture properties of self-compacting concrete using wedge splitting test , 2005 .

[29]  Kosmas K. Sideris,et al.  Properties of SCC Produced with Limestone Filler or Viscosity Modifying Admixture , 2010 .

[30]  Xiaozhi Hu,et al.  Mechanism behind the Size Effect Phenomenon , 2010 .

[31]  Iman M. Nikbin,et al.  The effect of water to cement ratio on fracture parameters and brittleness of self-compacting concrete , 2013 .

[32]  Surendra P. Shah,et al.  Size-effect method for determining fracture energy and process zone size of concrete , 1990 .

[33]  Luc Taerwe,et al.  Influence of limestone powder used as filler in SCC on hydration and microstructure of cement pastes , 2007 .

[34]  N. Iyer,et al.  Determination of size-independent specific fracture energy of concrete mixes by two methods , 2013 .

[35]  Zdeněk P. Bažant,et al.  Statistical prediction of fracture parameters of concrete and implications for choice of testing standard , 2002 .

[36]  G. Prokopski,et al.  Effect of water/cement ratio and silica fume addition on the fracture toughness and morphology of fractured surfaces of gravel concretes , 2000 .

[37]  A. Hillerborg,et al.  Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements , 1976 .

[38]  Iman M. Nikbin,et al.  A comprehensive investigation into the effect of aging and coarse aggregate size and volume on mechanical properties of self-compacting concrete , 2014 .

[39]  M. Najimi,et al.  Abrasion Resistance of Self-Consolidating Concrete , 2014 .

[40]  Ricardo Amorim Einsfeld,et al.  Fracture parameters for high-performance concrete , 2006 .

[41]  M. Elices,et al.  Measurement of the fracture energy using three-point bend tests: Part 2—Influence of bulk energy dissipation , 1992 .

[42]  L. Hui,et al.  SIZE EFFECT ON FRACTURE ENERGY OF CONCRETE DETERMINED BY THREE-POINT BENDING , 1997 .

[43]  P. Petersson Crack growth and development of fracture zones in plain concrete and similar materials , 1981 .

[44]  Manuel Elices,et al.  On the measurement of concrete fracture energy using three-point bend tests , 1997 .