Experimental investigation on the fracture properties of concrete under different exposure conditions

Al-Dulaijan, 2003, Sulfate resistance of plain and blended cements exposed to varying concentrations of sodium sulfate, Cem. Concr. Compos., 25, 429, 10.1016/S0958-9465(02)00083-5 Cheng, 2021, Compressive strength assessment of sulfate-attacked concrete by using sulfate ions distributions, Constr. Build. Mater., 293, 10.1016/j.conbuildmat.2021.123550 Wang, 2022, Multiphysical damage characteristics of concrete exposed to external sulfate attack: elucidating effect of drying-wetting cycles, Constr. Build. Mater., 329, 10.1016/j.conbuildmat.2022.127143 Kawasaki, 2010, AE monitoring of corrosion process in cyclic wet-dry test, Constr. Build. Mater., 24, 2353, 10.1016/j.conbuildmat.2010.05.006 Hu, 2022, Fracture properties of concrete under freeze-thaw cycles and sulfate attack, Constr. Build. Mater., 350, 10.1016/j.conbuildmat.2022.128856 Xie, 2021, Experimental investigations on the durability and degradation mechanism of cast-in-situ recycled aggregate concrete under chemical sulfate attack, Constr. Build. Mater., 297, 10.1016/j.conbuildmat.2021.123771 Tian, 2000, Does gypsum formation during sulfate attack on concrete lead to expansion?, Cem. Concr. Res., 30, 117, 10.1016/S0008-8846(99)00211-2 Sarkar, 2012, Sensitivity analysis of damage in cement materials under sulfate attack and calcium leaching, J. Mater. Civ. Eng., 24, 430, 10.1061/(ASCE)MT.1943-5533.0000407 Nehdi, 2005, Behavior of blended cement mortars exposed to sulfate solutions cycling in relative humidity, Cem. Concr. Res., 35, 731, 10.1016/j.cemconres.2004.05.032 Najjar, 2017, Damage mechanisms of two-stage concrete exposed to chemical and physical sulfate attack, Constr. Build. Mater., 137, 141, 10.1016/j.conbuildmat.2017.01.112 Bassuoni, 2009, Durability of self-consolidating concrete to different exposure regimes of sodium sulfate attack, Mater. Struct., 42, 1039, 10.1617/s11527-008-9442-2 Scherer, 2004, Stress from crystallization of salt, Cem. Concr. Res., 34, 1613, 10.1016/j.cemconres.2003.12.034 Flatt, 2002, Salt damage in porous materials: how high supersaturations are generated, J. Cryst. Growth, 242, 435, 10.1016/S0022-0248(02)01429-X Santhanam, 2003, Mechanism of sulfate attack: a fresh look: Part 2. Proposed mechanisms, Cem. Concr. Res., 33, 341, 10.1016/S0008-8846(02)00958-4 Wu, 2011, An experimental investigation on the FPZ properties in concrete using digital image correlation technique, Eng. Fract. Mech., 78, 2978, 10.1016/j.engfracmech.2011.08.016 Xu, 1999, 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, Int. J. Fract., 98, 151, 10.1023/A:1018740728458 Xu, 1999, Determination of double-K criterion for crack propagation in quasi-brittle fracture, Part I: experimental investigation of crack propagation, Int. J. Fract., 98, 111, 10.1023/A:1018668929989 Hillerborg, 1976, Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements, Cem. Concr. Res., 6, 773, 10.1016/0008-8846(76)90007-7 P. Petersson, Crack Growth and Development of Fracture Zones in Plain Concrete and Similar Materials, Lund university, Lund, 1981. Dong, 2013, Calculating crack extension resistance of concrete based on a new crack propagation criterion, Constr. Build. Mater., 38, 879, 10.1016/j.conbuildmat.2012.09.037 Dong, 2013, On fracture process zone and crack extension resistance of concrete based on initial fracture toughness, Constr. Build. Mater., 49, 352, 10.1016/j.conbuildmat.2013.08.041 Wu, 2013, Numerical method for mixed-mode I-II crack propagation in concrete, J. Eng. Mech., 139, 1530, 10.1061/(ASCE)EM.1943-7889.0000594 Yuan, 2021, Investigations on fracture properties and analytical solutions of fracture parameters at rock-concrete interface, Constr. Build. Mater., 300, 10.1016/j.conbuildmat.2021.124040 Dong, 2018, The fracture mechanism of circular/elliptical concrete rings under restrained shrinkage and drying from top and bottom surfaces, Eng. Fract. Mech., 189, 148, 10.1016/j.engfracmech.2017.10.026 Yin, 2022, Fracture properties of concrete exposed to different sulfate solutions under drying-wetting cycles, Eng. Fract. Mech., 266, 10.1016/j.engfracmech.2022.108406 Dong, 2012, Experimental study on double-K fracture parameters of concrete exposed to sulfate environment, J. Zhejiang Univ. (Eng. Sci.), 46, 58 Yuan, 2023, Viscoelasticity-induced fracture behavior of rock-concrete interface after sustaining creep process, Cem. Concr. Compos., 136, 10.1016/j.cemconcomp.2022.104901 Yuan, 2023, Time-dependent fracture behavior of rock-concrete interface coupling viscoelasticity and cohesive stress relaxation, J. Eng. Mech., 149, 04022100, 10.1061/JENMDT.EMENG-6774 Yuan, 2023, Determination of double-K fracture parameters of concrete using bottom-notched splitting test, J. Mater. Civ. Eng., 35, 04023066, 10.1061/(ASCE)MT.1943-5533.0004737 Xu, 2000, A simplified method for determining double-K fracture parameters for three-point bending tests, Int. J. Fract., 104, 181, 10.1023/A:1007676716549 RILEM, 1985, Determination of the fracture energy of mortar and concrete by means of three-point bend tests on notched beams, Mater. Struct., 18, 287, 10.1007/BF02472918 J. Niwa, T. Sumranwanich, S. Tangtermsirikul, New method to determine tension softening curve of concrete, in: Proc., Fracture Mechanics of Concrete Structures: Proc., FRAMCOS-3, AEDIFICA TIO, Freiburg, Germany, 1998, pp. 347–356. Wittmann, 1988, Fracture energy and strain softening of concrete as determined by means of compact tension specimens, Mater. Struct., 21, 21, 10.1007/BF02472525