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