Experimental investigation of mixed mode I–II fatigue crack propagation in concrete using a digital image correlation method

[1]  M. Ben Ftima,et al.  Investigation Of Fracture Properties And Size Effects Of Mass Concrete Using Wedge Splitting Tests On Large Specimens , 2021, Engineering Fracture Mechanics.

[2]  G. Ruiz,et al.  The propagation speed of multiple dynamic cracks in fiber-reinforced cement-based composites measured using DIC , 2021 .

[3]  Xiaoxin Zhang,et al.  Residual fracture energy of concrete suffering from fatigue loading , 2021 .

[4]  Xudong Chen,et al.  Experimental study on fracture properties of concrete under cyclic loading using digital image correlation method , 2021, European Journal of Environmental and Civil Engineering.

[5]  J. Kishen,et al.  Micromechanics of fracture and failure in concrete under monotonic and fatigue loadings , 2020 .

[6]  G. Ruiz,et al.  Propagation Speed of Dynamic Mode-I Cracks in Self-Compacting Steel Fiber-Reinforced Concrete , 2020, Materials.

[7]  G. Yao,et al.  Experimental study on fracture and fatigue crack propagation processes in concrete based on DIC technology , 2020 .

[8]  X. Fan,et al.  Development of fracture process zone in full-graded dam concrete under three-point bending by DIC and acoustic emission , 2020 .

[9]  Zhe-ming Zhu,et al.  Study of crack dynamic propagation behavior of fine-grained concrete under static loading , 2019, International Journal of Fracture.

[10]  Sonalisa Ray,et al.  An experimental approach for characterization of fracture process zone in concrete , 2019, Engineering Fracture Mechanics.

[11]  H. Cifuentes,et al.  Twofold normalization of the cyclic creep curve of plain and steel-fiber reinforced concrete and its application to predict fatigue failure , 2019, International Journal of Fatigue.

[12]  W. Dong,et al.  Investigations on the FPZ evolution of concrete after sustained loading by means of the DIC technique , 2018, Construction and Building Materials.

[13]  Binsheng Zhang,et al.  Influence of sustained loading on fracture properties of concrete , 2018, Engineering Fracture Mechanics.

[14]  K. S. Reddy,et al.  Stress Intensity Factor Based Damage Prediction Model for Plain Concrete under Cyclic Loading , 2018 .

[15]  W. Dong,et al.  FPZ evolution of mixed mode fracture in concrete: Experimental and numerical , 2017 .

[16]  D. Vavřík,et al.  X-ray dynamic observation of the evolution of the fracture process zone in a quasi-brittle specimen , 2015 .

[17]  Gonzalo Ruiz,et al.  Loading rate effect on crack velocities in steel fiber-reinforced concrete , 2015 .

[18]  J. Labuz,et al.  Scaling of fatigue crack growth in rock , 2014 .

[19]  Joseph F Labuz,et al.  Opening and mixed mode fracture processes in a quasi-brittle material via digital imaging , 2014 .

[20]  A. Loukili,et al.  Fracture examination in concrete through combined digital image correlation and acoustic emission techniques , 2014 .

[21]  F. Grondin,et al.  Monitoring size effect on crack opening in concrete by digital image correlation , 2012 .

[22]  P. Poulsen,et al.  Characterization of mixed mode crack opening in concrete , 2012 .

[23]  Wei Dong,et al.  An experimental investigation on the FPZ properties in concrete using digital image correlation technique , 2011 .

[24]  J. Tejchman,et al.  Measurements and Calculations of the Width of the Fracture Process Zones on the Surface of Notched Concrete Beams , 2011 .

[25]  Santosh G. Shah,et al.  Fracture Properties of Concrete–Concrete Interfaces Using Digital Image Correlation , 2011 .

[26]  Bhushan Lal Karihaloo,et al.  Fracture process zone size and true fracture energy of concrete using acoustic emission , 2010 .

[27]  G. Ruiz,et al.  Effect of loading rate on crack velocities in HSC , 2010 .

[28]  W. Dong,et al.  On Crack Propagation of I-II Mixed Mode Fracture in Concrete by Means of Photoelastic Coatings , 2009 .

[29]  A. Toumi,et al.  Mode I crack propagation in concrete under fatigue: microscopic observations and modelling , 2002 .

[30]  K. Otsuka,et al.  Fracture process zone in concrete tension specimen , 2000 .

[31]  H. Reinhardt,et al.  Determination of double-Determination of double-K criterion for crack propagation in quasi-brittle fracture Part I: experimental investigation of crack propagation , 1999 .

[32]  Jin-Keun Kim,et al.  Fatigue crack growth of high-strength concrete in wedge-splitting test , 1999 .

[33]  Anaclet Turatsinze,et al.  Crack propagation in concrete subjected to flexuralcyclic loading , 1998 .

[34]  Victor E. Saouma,et al.  Fracture of Concrete under Variable AmplitudeFatigue Loading , 1996 .

[35]  Albert S. Kobayashi,et al.  Mixed Modes I and II Concrete Fracture: An Experimental Analysis , 1994 .

[36]  Anaclet Turatsinze,et al.  Microstructural characterization of mode I crack opening in mortar , 1994 .

[37]  A. Kobayashi,et al.  Further studies on fracture process zone for mode I concrete fracture , 1993 .

[38]  Zdenek P. Bazant,et al.  Fatigue Fracture of High-Strength Concrete and Size Effect , 1993 .

[39]  Hideyuki Horii,et al.  Observation of fracture process zone by laser speckle technique and governing mechanism in fracture of concrete , 1991 .

[40]  Zdenek P. Bazant,et al.  Size Effect in Fatigue Fracture of Concrete , 1991 .

[41]  S. Swartz.  Dye techniques to reveal the fracture surface of concrete in mode I , 1991 .

[42]  A. Maji,et al.  Electronic speckle pattern interferometry for fracture mechanics testing , 1991 .

[43]  J.G.M. van Mier,et al.  Mode I fracture of concrete: Discontinuous crack growth and crack interface grain bridging , 1991 .

[44]  J. Mier,et al.  Geometrical and structural aspects of concrete fracture , 1990 .

[45]  Surendra P. Shah,et al.  Mixed-mode fracture of concrete , 1988, International Journal of Fracture.

[46]  J. Ollivier,et al.  A non destructive procedure to observe the microcracks of concrete by scanning electron microscopy , 1985 .

[47]  C. Go,et al.  Validity of compliance calibration to cracked concrete beams in bending , 1984 .

[48]  S. Swartz,et al.  Techniques to Monitor Crack Growth in Plain Concrete Beams , 1982 .

[49]  Gary L. Jones,et al.  Compliance Monitoring of Crack Growth in Concrete , 1978 .