Mixed-mode fracture toughness of high strength FRC: a realistic experimental approach

[1]  M. Seleem,et al.  Effect of crack and fiber length on mode I fracture toughness of matrix-cracked FRC beams , 2022, Construction and Building Materials.

[2]  M. Seleem,et al.  Real fracture toughness of FRC and FGC: size and boundary effects , 2022, Archives of Civil and Mechanical Engineering.

[3]  H. Sallam,et al.  Fracture toughness of matrix cracked FRC and FGC beams using equivalent TPFM , 2022, Frattura ed Integrità Strutturale.

[4]  M. Seleem,et al.  Intrinsic fracture toughness of fiber reinforced and functionally graded concretes: An innovative approach , 2021, Engineering Fracture Mechanics.

[5]  M. Seleem,et al.  Flexural behavior of functionally graded concrete beams with different patterns , 2021, Archives of Civil and Mechanical Engineering.

[6]  H. Sallam,et al.  An Assessment of ASTM E1922 for Measuring the Translaminar Fracture Toughness of Laminated Polymer Matrix Composite Materials , 2021, Polymers.

[7]  R. Mu,et al.  Investigation of mixed-mode fracture of aligned steel fibre reinforced cementitious composites , 2021, International Journal of Fracture.

[8]  M. Hosseini,et al.  Effect of polypropylene fibers on the mode I, mode II, and mixed-mode fracture toughness and crack propagation in fiber-reinforced concrete , 2020 .

[9]  H. Sallam,et al.  Effect of RAP content on flexural behavior and fracture toughness of flexible pavement , 2019, Latin American Journal of Solids and Structures.

[10]  M. Mirsayar,et al.  On the mixed mode I/II fracture properties of jute fiber-reinforced concrete , 2017 .

[11]  H. Salim,et al.  Composite Patch Configuration and Prestress Effect on SIFs for Inclined Cracks in Steel Plates , 2017 .

[12]  A. Nitschke Modeling of Load-Bearing Behavior of Fiber-Reinforced Concrete Tunnel Linings , 2017 .

[13]  P. Jongvivatsakul,et al.  A crack-shear slip model of high-strength steel fiber-reinforced concrete based on a push-off test , 2016 .

[14]  H. Salim,et al.  Composite Patch Configuration and Prestraining Effect on Crack Tip Deformation and Plastic Zone for Inclined Cracks , 2016 .

[15]  Gang Wu,et al.  Fatigue Behavior of Cracked Steel Plates Strengthened with Different CFRP Systems and Configurations , 2016 .

[16]  H. Sallam,et al.  Mode II Fracture Toughness of Hybrid FRCs , 2015 .

[17]  G. Parra-Montesinos,et al.  Fiber distribution and orientation in UHP-FRC beams and their effect on backward analysis , 2014 .

[18]  H. Sallam,et al.  Application of the Maximum Undamaged Defect Size (dmax) Concept in Fiber-Reinforced Concrete Pavements , 2014 .

[19]  L. Nunes,et al.  Experimental investigation of mixed-mode-I/II fracture in polymer mortars using digital image correlation method , 2014 .

[20]  X. Xu,et al.  Research on Test of Fracture Toughness and Fracture Criterion of Crack of Mixed Mode I and II of Steel Fiber Concrete , 2013 .

[21]  M. Hammouda,et al.  Elastic-Plastic Finite Element Simulation of Crack Tip Deformation in Fatigue , 2013 .

[22]  X. Qian,et al.  Initiation of ductile fracture in mixed-mode I and II aluminum alloy specimens , 2012 .

[23]  H. Arikan Fracture behavior of textile glass fiber reinforced polymer concrete according to mixed-mode , 2012 .

[24]  Nikos E. Mastorakis,et al.  Proceedings of the 4th WSEAS international conference on Energy and development - environment - biomedicine , 2011 .

[25]  S. Pul,et al.  Effect of distribution and orientation of steel fiber reinforced concrete , 2011 .

[26]  Andrea Carpinteri,et al.  Fracture behaviour of plain and fiber-reinforced concrete with different water content under mixed mode loading , 2010 .

[27]  R. Ritchie,et al.  Mixed-mode fracture of human cortical bone. , 2009, Biomaterials.

[28]  Amir Reza Shahani,et al.  Computation of mixed mode stress intensity factors in a four-point bend specimen , 2008 .

[29]  Ravindra Gettu,et al.  Shear Failure of Steel Fiber-Reinforced Concrete Based on Push-Off Tests , 2006 .

[30]  Piet Stroeven,et al.  Effectiveness Near Boundaries of Fibre Reinforcement in Concrete , 2006 .

[31]  R. Gettu,et al.  Study of the distribution and orientation of fibers in SFRC specimens , 2005 .

[32]  M. Hammouda,et al.  Mode I notch fatigue crack growth behaviour under constant amplitude loading and due to the application of a single tensile overload , 2004 .

[33]  M.M.I. Hammouda,et al.  Significance of crack tip plasticity to early notch fatigue crack growth , 2004 .

[34]  Stephen Roberts,et al.  Fundamentals of fracture , 2002 .

[35]  J. Hutchinson,et al.  Asymmetric Four-Point Crack Specimen , 2000 .

[36]  Ahmad,et al.  Deformation behaviour at the tip of a physically short fatigue crack due to a single overload , 1999 .

[37]  Ahmad,et al.  FATIGUE CRACK GROWTH DUE TO TWO SUCCESSIVE SINGLE OVERLOADS , 1998 .

[38]  M. Hammouda,et al.  FRONT DEVELOPMENT OF A LONG FATIGUE CRACK DURING ITS GROWTH , 1997 .

[39]  D. Chang,et al.  Flexural fracture and fatigue behavior of steel-fiber-reinforced concrete structures , 1995 .

[40]  M. Hammouda,et al.  CORRELATION OF FATIGUE CRACK GROWTH BY CRACK TIP DEFORMATION BEHAVIOUR , 1995 .

[41]  T. Fett Mixed-mode stress intensity factors for three-point bending bars , 1991 .

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

[43]  K. Lub,et al.  Mechanical Behavior of Steel Fiber-Cement Mortar in Tension and Flexure Interpreted by Means of Statistics , 1989 .

[44]  Chingshen Li,et al.  VECTOR CTD CRITERION APPLIED TO MIXED MODE FATIGUE CRACK GROWTH , 1989 .

[45]  D. Gasparini,et al.  Postcracking Tensile Strength of Fiber Reinforced Concrete , 1989 .

[46]  W. F. Ranson,et al.  Two-phase crack propagation approach to fatigue life prediction of preloaded notched members , 1986 .

[47]  Surendra P. Shah,et al.  Two Parameter Fracture Model for Concrete , 1985 .

[48]  A. Hillerborg The theoretical basis of a method to determine the fracture energyGF of concrete , 1985 .

[49]  Alberto Carpinteri,et al.  Stability of Fracturing Process in RC Beams , 1984 .

[50]  Z. Bažant,et al.  Crack band theory for fracture of concrete , 1983 .

[51]  Zdeněk P. Bažant,et al.  Application of Fracture Mechanics to Reinforced Concrete , 1983 .

[52]  Arne Hillerborg,et al.  A model for fracture analysis , 1978 .

[53]  R. N. Swamy,et al.  Fibre reinforcement of cement and concrete , 1975 .

[54]  J. P. Romualdi,et al.  Tensile Strength of Concrete Affected by Uniformly Distributed and Closely Spaced Short Lengths of Wire Reinforcement , 1964 .