The double-K Fracture Model: A State-of-the-Art Review

[1]  Zhenyu Wang,et al.  Analysis of crack propagation in onshore wind turbine foundations using the double-K fracture model , 2022, Structures.

[2]  V. Li,et al.  Ultra-high-strength engineered/strain-hardening cementitious composites (ECC/SHCC): Material design and effect of fiber hybridization , 2022, Cement and Concrete Composites.

[3]  J. Dai,et al.  Flexural strengthening of reinforced concrete beams using geopolymer-bonded small-diameter CFRP bars , 2022, Engineering Structures.

[4]  Shi-lang Xu,et al.  Utilizing Bamboo Biochar in Cement Mortar as a Bio-Modifier to Improve the Compressive Strength and Crack-Resistance Fracture Ability , 2022, SSRN Electronic Journal.

[5]  Hui Li,et al.  Experimental study on fracture mechanics of cementitious materials reinforced by graphene oxide–silica nanocomposites , 2022, Construction and Building Materials.

[6]  Ming Yan,et al.  Mode Ⅰ fracture behaviors of concrete at low temperatures , 2022, Construction and Building Materials.

[7]  K. Xia,et al.  Influence of Notch Geometry on the Rock Fracture Toughness Measurement Using the ISRM Suggested Semi-Circular Bend (SCB) Method , 2022, Rock Mechanics and Rock Engineering.

[8]  Ji-li Feng,et al.  Experimental Study on Effect of Coarse Aggregate Volume Fraction on Mode I and Mode II Fracture Behavior of Concrete , 2022, Journal of advanced concrete technology.

[9]  Chengmai Guo,et al.  Fracture performance improvement and fracture process simulation of concrete for shotcrete use in hot and dry environments , 2022, Fatigue & Fracture of Engineering Materials & Structures.

[10]  Qing-hua Li,et al.  Strengthening of the concrete face slabs of dams using sprayable strain-hardening fiber-reinforced cementitious composites , 2022, Frontiers of Structural and Civil Engineering.

[11]  Surendra P. Shah,et al.  Strain-hardening Ultra-High-Performance Geopolymer Concrete (UHPGC): Matrix design and effect of steel fibers , 2022, Composites Communications.

[12]  H. Zhong,et al.  Energy-Based Fracture Criterion of Rock–Concrete Interface Considering Viscoelastic Characteristics , 2022, Journal of Engineering Mechanics.

[13]  Jian Yang,et al.  Comparative analysis of the effects of aggregates and fibres on the fracture performance of lightweight aggregate concrete based on types I and II fracture test methods , 2022, Theoretical and Applied Fracture Mechanics.

[14]  Binsheng Zhang,et al.  Prediction on Crack Propagation of Concrete due to Time-Dependent Creep under High Sustained Loading , 2022, Journal of Materials in Civil Engineering.

[15]  Chen-Wei Huang,et al.  Analysis of Crack Formation and Growth in Tunnel Linings Using Double-K Fracture Criterion , 2022, Applied Sciences.

[16]  Yu Zheng,et al.  Fracture behaviors of HVFA-SCC mixed with seawater and sea-sand under three-point bending , 2022, Advances in Structural Engineering.

[17]  Shaowei Hu,et al.  Study of fracture parameters and complete fracture process of concrete at low temperatures using an energy approach , 2022, Engineering Fracture Mechanics.

[18]  V. Li,et al.  High-strength high-ductility Engineered/Strain-Hardening Cementitious Composites (ECC/SHCC) incorporating geopolymer fine aggregates , 2022, Cement and Concrete Composites.

[19]  R. K. Choubey,et al.  Simplified equations for determining double-k fracture parameters of concrete for compact tension test , 2022, Engineering Solid Mechanics.

[20]  F. Helin,et al.  Experimental Analysis of Influence of Pouring Interval on Fracture Performance of Concrete Structures with Cold Joints , 2022, SSRN Electronic Journal.

[21]  W. He,et al.  Influence of Graphite Powder on the Mechanical and Acoustic Emission Characteristics of Concrete , 2021, Buildings.

[22]  Yanhua Zhao,et al.  Influence of specimen geometry on fracture toughnesses of concrete based on boundary effect model , 2021, Theoretical and Applied Fracture Mechanics.

[23]  Shaowei Hu,et al.  Influential factors for double-K fracture parameters analyzed by the round robin tests of RILEM TC265-TDK , 2021, Materials and Structures.

[24]  H. Reinhardt,et al.  The theoretical basis of testing methods to determine double-K criterion for crack propagation in concrete: technical report of the RILEM TC265-TDK , 2021, Materials and Structures.

[25]  H. Reinhardt,et al.  RILEM Standard: testing methods for determination of the double-K criterion for crack propagation in concrete using wedge-splitting tests and three-point bending beam tests, recommendation of RILEM TC265-TDK , 2021, Materials and Structures.

[26]  H. Reinhardt,et al.  Results of round-robin testing for determining the double-K fracture parameters for crack propagation in concrete: technical report of the RILEM TC265-TDK , 2021, Materials and Structures.

[27]  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.

[28]  Wenchang Wang,et al.  Effect of notch depth ratio on mode I and mixed mode I-II fracture properties of engineered cementitious composites (ECC) , 2021, International Journal of Solids and Structures.

[29]  Kequan Yu,et al.  Development of ultrahigh-strength ultrahigh-toughness cementitious composites (UHS-UHTCC) using polyethylene and steel fibers , 2021, Composites Communications.

[30]  J. Zuo,et al.  Meso-fracture mechanism of Longmaxi shale with different crack-depth ratios: Experimental and numerical investigations , 2021, Engineering Fracture Mechanics.

[31]  Shi-lang Xu,et al.  Shear fracture performance of the interface between ultra-high toughness cementitious composites and reactive powder concrete , 2021 .

[32]  Xudong Chen,et al.  Experimental Study of Evolution of Fracture Process Zone in Dam Concrete under Cyclic Loading Using Digital Image Correlation , 2021, KSCE Journal of Civil Engineering.

[33]  Junbo Sun,et al.  Fracture behavior of a sustainable material: Recycled concrete with waste crumb rubber subjected to elevated temperatures , 2021 .

[34]  H. Reinhardt,et al.  Prediction of fracture parameters of concrete using an artificial neural network approach , 2021, Engineering Fracture Mechanics.

[35]  Hong Zhu,et al.  Fracture properties of slag-based alkali-activated seawater coral aggregate concrete , 2021 .

[36]  M. Cao,et al.  Effects of freeze-thaw damage on fracture properties and microstructure of hybrid fibers reinforced cementitious composites containing calcium carbonate whisker , 2021 .

[37]  H. Zhong,et al.  Investigations on fracture properties and analytical solutions of fracture parameters at rock-concrete interface , 2021 .

[38]  A. Kashani,et al.  Effect of recycled rubber aggregate size on fracture and other mechanical properties of structural concrete , 2021 .

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

[40]  Ying Yu,et al.  Use of digital image correlation to confirm the enhancement of concrete–epoxy resin mortar adhesion through surface precoating treatment , 2021 .

[41]  Shi-lang Xu,et al.  Shear interfacial fracture of strain-hardening fiber-reinforced cementitious composites and concrete: A novel approach , 2021, Engineering Fracture Mechanics.

[42]  V. Li,et al.  Engineered/strain-hardening cementitious composites (ECC/SHCC) with an ultra-high compressive strength over 210 MPa , 2021 .

[43]  Wei Xia,et al.  Influence of surrounding rock temperature on fracture parameters of concrete for shotcrete use in the hot-dry tunnel environments , 2021, Construction and Building Materials.

[44]  M. Cao,et al.  Hybrid fiber concrete with different basalt fiber length and content , 2021, Structural Concrete.

[45]  Ying Yu,et al.  Fracture resistance curves of wood in the longitudinal direction using digital image correlation technique , 2021 .

[46]  N. Ijaz,et al.  Experimental investigations on fracture parameters of random and aligned steel fiber reinforced cementitious composites , 2021 .

[47]  M. Cao,et al.  Efficiency of basalt fiber length and content on mechanical and microstructural properties of hybrid fiber concrete , 2021 .

[48]  Shaowei Hu,et al.  Mechanical and fracture properties of geopolymer concrete with basalt fiber using digital image correlation , 2021 .

[49]  Jian‐Jun Zheng,et al.  Effect of loading rate on mixed mode I-II crack propagation in concrete , 2021 .

[50]  W. Dong,et al.  An improved ring test to assess cracking resistance of concrete under restrained shrinkage , 2021 .

[51]  C. Du,et al.  Experimental study on fracture behaviour of concrete after low-cycle reciprocating loading , 2021 .

[52]  Shaowei Hu,et al.  Effects of span-depth ratios on the energy release rate for three-point bending beams , 2021 .

[53]  P. Lun,et al.  Modelling of Corrosion-Induced Concrete Cover Cracking Due to Chloride Attacking , 2021, Materials.

[54]  Haifeng Yang,et al.  Fracture behaviors of concrete incorporating different levels of recycled coarse aggregate after exposure to elevated temperatures , 2021 .

[55]  Q. Shen,et al.  A New Method for Predicting Double-Crack Propagation Trajectories of Brittle Rock , 2021 .

[56]  P. Rovnaníková,et al.  Fracture parameters of alkali-activated aluminosilicate composites with ceramic precursor: durability aspects , 2021, Procedia Structural Integrity.

[57]  Q. Guan,et al.  Fracture properties of rubberized concrete under different temperature and humidity conditions based on digital image correlation technique , 2020 .

[58]  Xianhua Yao,et al.  Initial cracking strength and initial fracture toughness from three‐point bending and wedge splitting concrete specimens , 2020 .

[59]  Yu Bai,et al.  An Investigation of Softening Laws and Fracture Toughness of Slag-Based Geopolymer Concrete and Mortar , 2020, Materials.

[60]  Yu Zheng,et al.  Investigation on interface fracture properties and nonlinear fracture model between ECC and concrete subjected to salt freeze-thaw cycles , 2020 .

[61]  J. Zuo,et al.  Numerical simulation on effect of heterogeneity on mode I fracture characteristics of rock , 2020, Journal of Central South University.

[62]  Binsheng Zhang,et al.  Effects of creep recovery on the fracture properties of concrete , 2020, Theoretical and Applied Fracture Mechanics.

[63]  M. Dong,et al.  Size effect on double-K fracture parameters of concrete based on fracture extreme theory , 2020 .

[64]  Ö. Çakır,et al.  An experimental investigation on fracture parameters of recycled aggregate concrete with optimized ball milling method , 2020 .

[65]  T. Zhao,et al.  A study on fracture toughness of ultra-high toughness geopolymer composites based on Double-K Criterion , 2020 .

[66]  A. Fok,et al.  An investigation of fracture properties and size effects of concrete using the ESPI technique , 2020 .

[67]  Shaowei Hu,et al.  Crack extension resistance of concrete at low temperatures , 2020 .

[68]  Shaowei Hu,et al.  The influence of crack on the fracture parameters of concrete based on digital image correlation technology , 2020 .

[69]  Shaowei Hu,et al.  Determining concrete fracture parameters using three-point bending beams with various specimen spans , 2020, Theoretical and Applied Fracture Mechanics.

[70]  Xiaozhi Hu,et al.  Loading‐rate dependence of mode I crack growth in concrete , 2020 .

[71]  Ahmet B. Kizilkanat,et al.  Fracture response of fiber-reinforced sodium carbonate activated slag mortars , 2020 .

[72]  Shailendra Kumar,et al.  Impact of Particle Packing Method of Design Mix on Fracture Behavior of Concrete: Critical Analysis , 2020 .

[73]  Yi Deng,et al.  Reinforcement effects of multi-scale hybrid fiber on flexural and fracture behaviors of ultra-low-weight foamed cement-based composites , 2020, Cement and Concrete Composites.

[74]  S. Askarinejad,et al.  Fracture performance of a PCM-Rich concrete pavement under thermal stresses , 2020, International Journal of Pavement Engineering.

[75]  Shaowei Hu,et al.  Evaluation of tension softening curve of concrete at low temperatures using the incremental displacement collocation method , 2020 .

[76]  T. Yin,et al.  Determination of double-K fracture toughness parameters of thermally treated granite using notched semi-circular bending specimen , 2020 .

[77]  Jianhe Xie,et al.  Combined use of silica fume and steel fibre to improve fracture properties of recycled aggregate concrete exposed to elevated temperature , 2020 .

[78]  S. Kunnath,et al.  Uniaxial concrete tension damage evolution using acoustic emission monitoring , 2020 .

[79]  J. Ou,et al.  Fracture and self-sensing characteristics of super-fine stainless wire reinforced reactive powder concrete , 2020 .

[80]  R. Mu,et al.  An analytical non-linear hinge model for predicting the fracture processes of cementitious composites , 2019 .

[81]  Jing Li,et al.  Evolutions of SIFs of Concrete under Sustained Loading by Considering the Effects of Stress Relaxations , 2019, Journal of Materials in Civil Engineering.

[82]  R. Su,et al.  Characterization on tensile behaviors of fracture process zone of nuclear graphite using a hybrid numerical and experimental approach , 2019 .

[83]  Qiang Fu,et al.  Properties of self-compacting concrete (SCC) with recycled tire rubber aggregate: A comprehensive study , 2019, Journal of Cleaner Production.

[84]  Yi Deng,et al.  Uniaxial compression mechanical property and fracture behavior of hybrid inorganic short mineral fibers reinforced cement-based material , 2019, Cement and Concrete Composites.

[85]  G. Ma,et al.  A general framework for determining fracture parameters of concrete based on fracture extreme theory , 2019, Theoretical and Applied Fracture Mechanics.

[86]  Shaowei Hu,et al.  A Note on the Fracture Behavior of Concrete Beams within Water Pressure under Different Loading Rates , 2019, KSCE Journal of Civil Engineering.

[87]  Yamei Zhang,et al.  Ultrasonic Monitoring of Crack Propagation of Notched Concretes Using Embedded Piezo-electric Transducers , 2019, Journal of Advanced Concrete Technology.

[88]  R. Mu,et al.  Toughness enhancement and equivalent initial fracture toughness of cementitious composite reinforced with aligned steel fibres , 2019, Fatigue & Fracture of Engineering Materials & Structures.

[89]  M. Cao,et al.  Fracture behavior of cement mortar reinforced by hybrid composite fiber consisting of CaCO3 whiskers and PVA-steel hybrid fibers , 2019, Composites Part A: Applied Science and Manufacturing.

[90]  Shaowei Hu,et al.  Study on the bilinear softening mode and fracture parameters of concrete in low temperature environments , 2019, Engineering Fracture Mechanics.

[91]  Zhongyu Lu,et al.  Combination effects of rubber and silica fume on the fracture behaviour of steel-fibre recycled aggregate concrete , 2019, Construction and Building Materials.

[92]  Zhimin Wu,et al.  An analytical method for predicting mode-I crack propagation process and resistance curve of rock and concrete materials , 2019, Theoretical and Applied Fracture Mechanics.

[93]  Z. Zhong,et al.  Experimental study on the fracture toughness of concrete reinforced with multi-size polypropylene fibres , 2019, Magazine of Concrete Research.

[94]  W. Dong,et al.  Effects of moisture gradient of concrete on fracture process in restrained concrete rings: Experimental and numerical , 2019, Engineering Fracture Mechanics.

[95]  Kejin Wang,et al.  Evolution of mechanical properties of steel fiber-reinforced rubberized concrete (FR-RC) , 2019, Composites Part B: Engineering.

[96]  Grzegorz Ludwik Golewski,et al.  Measurement of fracture mechanics parameters of concrete containing fly ash thanks to use of Digital Image Correlation (DIC) method , 2019, Measurement.

[97]  Shaowei Hu,et al.  Effect of water pressure on fracture parameters of concrete , 2019, Construction and Building Materials.

[98]  Binsheng Zhang,et al.  Size effect on fracture properties of concrete after sustained loading , 2019, Materials and Structures.

[99]  Shi-lang Xu,et al.  Enhancing the initial cracking fracture toughness of steel-polyvinyl alcohol hybrid fibers ultra high toughness cementitious composites by incorporating multi-walled carbon nanotubes , 2019, Construction and Building Materials.

[100]  Shailendra Kumar,et al.  Impact of particle packing mix design method on fracture properties of natural and recycled aggregate concrete , 2018, Fatigue & Fracture of Engineering Materials & Structures.

[101]  Xiang Li,et al.  Determination of fracture energy and fracture toughness of two types of concrete and their interface , 2018, European Journal of Environmental and Civil Engineering.

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

[103]  Zhe-ming Zhu,et al.  Deterioration of concrete fracture toughness and elastic modulus under simulated acid-sulfate environment , 2018, Construction and Building Materials.

[104]  Shailendra Kumar,et al.  Simplified equations for determining double‐K fracture parameters of concrete for 3‐point bending test , 2018 .

[105]  W. Dong,et al.  A comparative study on stress intensity factor-based criteria for the prediction of mixed mode I-II crack propagation in concrete , 2018, Engineering Fracture Mechanics.

[106]  W. Duan,et al.  Reinforcement effects of polyvinyl alcohol and polypropylene fibers on flexural behaviors of sulfoaluminate cement matrices , 2018 .

[107]  H. Shaowei,et al.  Effect of acid corrosion on crack propagation of concrete beams , 2018 .

[108]  Iman M. Nikbin,et al.  A new empirical formula for prediction of fracture energy of concrete based on the artificial neural network , 2017 .

[109]  Qing-hua Li,et al.  Development of reinforced ultra-high toughness cementitious composite permanent formwork: Experimental study and Digital Image Correlation analysis , 2017 .

[110]  M. Dong,et al.  Determining initial fracture toughness of concrete for split-tension specimens based on the extreme theory , 2017 .

[111]  A. Carpinteri,et al.  Mode I fracture toughness of fibre reinforced concrete , 2017 .

[112]  Xiangming Zhou,et al.  Experimental and numerical investigations on fracture process zone of rock–concrete interface , 2017 .

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

[114]  L. Qing,et al.  A simplified extreme method for determining double-K fracture parameters of concrete using experimental peak load , 2017 .

[115]  P. Feng,et al.  Bilinear softening model and double K fracture criterion for quasi-brittle fracture of pultruded FRP composites , 2017 .

[116]  Jian fei Chen,et al.  Fracture behaviour of steel fibre reinforced recycled aggregate concrete after exposure to elevated temperatures , 2016 .

[117]  Fernando Mendoza Santoyo,et al.  Laser speckle based digital optical methods in structural mechanics: A review , 2016 .

[118]  J. J. Ortega,et al.  Effect of size and cohesive assumptions on the double-K fracture parameters of concrete , 2016 .

[119]  Xingyang Liu,et al.  Determining double-K fracture parameters of concrete only by the measured peak load , 2016 .

[120]  Shilang Xu,et al.  Estimation of real fracture parameters of a dam concrete with large size aggregates through wedge splitting tests of drilled cylindrical specimens , 2016 .

[121]  Wei Dong,et al.  Fracture mechanisms of rock-concrete interface: Experimental and numerical , 2016 .

[122]  Xiangming Zhou,et al.  A comparative study on two stress intensity factor-based criteria for prediction of mode-I crack propagation in concrete , 2016 .

[123]  P. Zhang,et al.  Effect of Prefabricated Crack Length on Fracture Toughness and Fracture Energy of Fly Ash Concrete Reinforced by Nano-SiO2 and Fibers , 2016 .

[124]  Shailendra Kumar,et al.  Determination of Double-K Fracture Parameters of Concrete Using Split-Tension Cube: A Revised Procedure , 2016, International Journal of Concrete Structures and Materials.

[125]  Shailendra Kumar,et al.  Modeling of fracture parameters for crack propagation in recycled aggregate concrete , 2016 .

[126]  Shi-lang Xu,et al.  Determination of double-K fracture parameters using semi-circular bend test specimens , 2016 .

[127]  Jiangtao Yu,et al.  Fracture properties of high-strength/high-performance concrete (HSC/HPC) exposed to high temperature , 2016 .

[128]  Shaowei Hu,et al.  Experimental validation and fracture properties analysis on wedge splitting concrete specimens with different initial seam-height ratios , 2016 .

[129]  Jiangtao Yu,et al.  Determination of the softening curve and fracture toughness of high-strength concrete exposed to high temperature , 2015 .

[130]  Shaowei Hu,et al.  Effects of loading rates on concrete double-K fracture parameters , 2015 .

[131]  Liangcai Cai,et al.  Fracture properties and response surface methodology model of alkali-slag concrete under freeze–thaw cycles , 2015 .

[132]  Shailendra Kumar,et al.  Further observations on the three-parameter R-curve of concrete-like quasi-brittle materials , 2015 .

[133]  Xin-zhuang Cui,et al.  Experimental Study of the Effect of RCC Specimen Size and Crack Depth Ratio on Double-K Fracture Parameters , 2015 .

[134]  Yanhua Zhao,et al.  A three-parameter R-curve of concrete-like quasi-brittle materials , 2015 .

[135]  Rinze Benedictus,et al.  A review of T-stress and its effects in fracture mechanics , 2015 .

[136]  Jiangtao Yu,et al.  Determination of residual fracture parameters of post-fire normal strength concrete Up to 600 °C using an energy approach , 2014 .

[137]  Shailendra Kumar,et al.  Determination of double-K fracture parameters of concrete using peak load method , 2014 .

[138]  Bo-han Xu,et al.  Effect of T -stress on the mode-I fracture toughness of concrete , 2014 .

[139]  Xin-zhuang Cui,et al.  Effects of specimen size and crack depth ratio on double-K fracture model parameters of roller compacted concrete , 2014 .

[140]  Xi Wu,et al.  An analytical method for determining the crack extension resistance curve of concrete , 2014 .

[141]  Zhou-Dao Lu,et al.  Determining residual double-K fracture toughness of post-fire concrete using analytical and weight function method , 2014 .

[142]  Kequan Yu,et al.  Residual crack extension resistance of post-fire wedge-splitting normal strength concrete specimen based on the cohesive force function , 2014 .

[143]  W. Tian,et al.  Predicting unstable toughness of concrete based on initial toughness criterion , 2014 .

[144]  W. Dong,et al.  Fracture Behavior of Site-Casting Dam Concrete , 2014 .

[145]  W. Dong,et al.  On fracture process zone and crack extension resistance of concrete based on initial fracture toughness , 2013 .

[146]  Wei Dong,et al.  Numerical Method for Mixed-Mode I-II Crack Propagation in Concrete , 2013 .

[147]  Xiangjun Dai,et al.  Load capacity evaluated from fracture initiation and onset of rapid propagation for cast iron by digital image correlation , 2013 .

[148]  Chongshi Gu,et al.  Abnormality diagnosis of cracks in the concrete based on double crack tip opening displacement criterion , 2013 .

[149]  Qingbin Li,et al.  A theoretical method for determining initiation toughness based on experimental peak load , 2013 .

[150]  Luc Taerwe,et al.  fib model code for concrete structures 2010 , 2013 .

[151]  W. Dong,et al.  Calculating crack extension resistance of concrete based on a new crack propagation criterion , 2013 .

[152]  Y. Obara,et al.  ISRM-Suggested Method for Determining the Mode I Static Fracture Toughness Using Semi-Circular Bend Specimen , 2013, Rock Mechanics and Rock Engineering.

[153]  Qing-hua Li,et al.  Experimental study on fracture performance of ultra-high toughness cementitious composites with J-integral , 2012 .

[154]  Ragip Ince,et al.  Determination of the fracture parameters of the Double-K model using weight functions of split-tension specimens , 2012 .

[155]  Shailendra Kumar,et al.  Effect of loading condition, specimen geometry, size-effect and softening function on double-K fracture parameters of concrete , 2012 .

[156]  Shilang Xu,et al.  A comparative study on five approaches to evaluate double-K fracture toughness parameters of concrete and size effect analysis , 2011 .

[157]  Xiangjun Dai,et al.  Measurement on fracture process and prediction of the load capacity of steel fiber reinforced concrete by electronic speckle pattern interferometry , 2011 .

[158]  Zhao-Hui Lu,et al.  Analytic model of non-uniform corrosion induced cracking of reinforced concrete structure , 2011 .

[159]  Joško Ožbolt,et al.  Dynamic fracture of concrete – compact tension specimen , 2011 .

[160]  Shailendra Kumar,et al.  Determining the double‐K fracture parameters for three‐point bending notched concrete beams using weight function , 2010 .

[161]  Shailendra Kumar,et al.  Size-effect Prediction from the Double-K Fracture Model for Notched Concrete Beam , 2010 .

[162]  Xiu-fang Zhang,et al.  Correlation between tension softening relation and crack extension resistance in concrete , 2009 .

[163]  Shailendra Kumar,et al.  Equivalence between stress intensity factor and energy approach based fracture parameters of concrete , 2009 .

[164]  Shailendra Kumar,et al.  Influence of Loading Condition and Size–Effect on the KR–Curve Based on the Cohesive Stress in Concrete , 2009 .

[165]  Sudhirkumar V. Barai,et al.  Weight function approach for determining crack extension resistance based on the cohesive stress distribution in concrete , 2009 .

[166]  Sudhirkumar V. Barai,et al.  Determining double-K fracture parameters of concrete for compact tension and wedge splitting tests using weight function , 2009 .

[167]  Yu Zhu,et al.  Experimental determination of fracture parameters for crack propagation in hardening cement paste and mortar , 2009 .

[168]  Shailendra Kumar,et al.  Influence of specimen geometry and size-effect on the KR-curve based on the cohesive stress in concrete , 2008 .

[169]  Xiu-fang Zhang,et al.  Determination of fracture parameters for crack propagation in concrete using an energy approach , 2008 .

[170]  Surendra P. Shah,et al.  Effect of specimen size on fracture energy and softening curve of concrete: Part II. Inverse analysis and softening curve , 2008 .

[171]  Surendra P. Shah,et al.  Effect of specimen size on fracture energy and softening curve of concrete: Part I. Experiments and fracture energy , 2008 .

[172]  Shailendra Kumar,et al.  Influence of specimen geometry on determination of double-K fracture parameters of concrete: a comparative study , 2008 .

[173]  Shuling Gao,et al.  Fracture and tensile properties of polyvinyl alcohol fiber reinforced cementitous composites , 2008 .

[174]  Zheng Shuang.  Experimental measurement of double-K fracture parameters of concrete with small size aggregate , 2007 .

[175]  Christian U. Grosse,et al.  Quantitative evaluation of fracture processes in concrete using signal-based acoustic emission techniques , 2006 .

[176]  Th. Voigt,et al.  Comparison of ultrasonic wave transmission and reflection measurements with P- and S-waves on early age mortar and concrete , 2005 .

[177]  Zdeněk P. Bažant,et al.  Is the cause of size effect on structural strength fractal or energetic-statistical? , 2004 .

[178]  V. Saouma,et al.  Cohesive stresses and size effects in elasto-plastic and quasi-brittle materials , 2003 .

[179]  T. Belytschko,et al.  Extended finite element method for cohesive crack growth , 2002 .

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

[181]  Joško Ožbolt,et al.  Microplane model for concrete with relaxed kinematic constraint , 2001 .

[182]  H. Reinhardt,et al.  A practical testing approach to determine mode II fracture energy GIIF for concrete , 2000 .

[183]  H. Reinhardt,et al.  A simplified method for determining double-K fracture parameters for three-point bending tests , 2000 .

[184]  H. Reinhardt,et al.  Crack extension resistance based on the cohesive force in concrete , 1999 .

[185]  H. Reinhardt,et al.  Determination of double-K criterion for crack propagation in quasi-brittle fracture, Part II: Analytical evaluating and practical measuring methods for three-point bending notched beams , 1999 .

[186]  H. Reinhardt,et al.  Determination of double-K criterion for crack propagation in quasi-brittle fracture, Part III: Compact tension specimens and wedge splitting specimens , 1999 .

[187]  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 .

[188]  H. Reinhardt,et al.  Crack Extension Resistance and Fracture Properties of Quasi-Brittle Softening Materials like Concrete Based on the Complete Process of Fracture , 1998 .

[189]  V. Saouma,et al.  Water Fracture Interaction in Concrete--Part II: Hydrostatic Pressure in Cracks , 1995 .

[190]  V. Saouma,et al.  Water Fracture Interaction in Concrete--Part 1: Fracture Properties , 1995 .

[191]  E. A. Clark,et al.  CEB-FIP Model Code 1990 , 1995 .

[192]  J. Ožbolt,et al.  Scaling laws in concrete structures , 1994 .

[193]  John P. Dempsey,et al.  Crack propagation and fracture resistance in saline ice , 1994, Journal of Glaciology.

[194]  D. V. Phillips,et al.  Direct tension tests on notched and un-notched plain concrete specimens , 1993 .

[195]  Noriaki Nomura,et al.  Correlation of fracture process zone and tension softening behavior in concrete , 1991 .

[196]  Yang Wei.  Toughness increment by crack growth in toughened structural materials , 1991 .

[197]  Z. Bažant,et al.  Nonlocal microplane model for fracture, damage, and size effect in structures , 1990 .

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

[199]  Bhushan Lal Karihaloo,et al.  Effective crack model for the determination of fracture toughness (KIce) of concrete , 1990 .

[200]  Ouyang Chengsheng,et al.  An r-curve approach for fracture of quasi-brittle materials , 1990 .

[201]  B. Karihaloo,et al.  AN IMPROVED EFFECTIVE CRACK MODEL FOR THE DETERMINATION OF FRACTURE TOUGHNESS OF CONCRETE , 1989 .

[202]  Z. Bažant,et al.  Determination of Fracture Energy from Size Effect and Brittleness Number , 1987 .

[203]  Hans W. Reinhardt,et al.  Tensile Tests and Failure Analysis of Concrete , 1986 .

[204]  Bhushan Lal Karihaloo,et al.  Determination of specimen-size independent fracture toughness of plain concrete , 1986 .

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

[206]  Surendra P. Shah,et al.  Softening Response of Plain Concrete in Direct Tension , 1985 .

[207]  Byung H. Oh,et al.  Microplane Model for Progressive Fracture of Concrete and Rock , 1985 .

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

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

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

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

[212]  H. Bueckner.  NOVEL PRINCIPLE FOR THE COMPUTATION OF STRESS INTENSITY FACTORS , 1970 .

[213]  J. Rice.  A path-independent integral and the approximate analysis of strain , 1968 .

[214]  M. F. Kaplan.  Crack Propagation and the Fracture of Concrete , 1961 .

[215]  M. Williams.  The Bending Stress Distribution at the Base of a Stationary Crack , 1961 .

[216]  A. A. Griffith.  The Phenomena of Rupture and Flow in Solids , 1921 .