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Applicability of Existing Crack Controlling Criteria for Structures with Large Concrete Cover Thickness


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1. Leonhardt F: “Cracks and crack control in concrete structures”. PCI Journal, Vol. 33, No. 4, 1988, pp. 124-145.10.15554/pcij.07011988.124.145Search in Google Scholar

2. Makhlouf H M & Malhas F A: “The effect of thick concrete cover on the maximum flexural crack width under service load”. Structural Journal, Vol. 93, No. 3, 1996, pp. 257-265.10.14359/9685Search in Google Scholar

3. Beeby A: “Concrete in the oceans technical report no. 1”. Cement and Concrete Association, Slough, UK, No., 1978.Search in Google Scholar

4. JSCE: “Standard specifications for concrete structures-2007 ‘‘design’’”. JSCE Guidelines for Concrete”, 2007.Search in Google Scholar

5. CEB-FIP: “90. Design of concrete structures. Ceb-fip-model-code 1990”. British Standard Institution, London, 1993.Search in Google Scholar

6. fib: “Fib model code for concrete structures”, Structural Concrete, 2010.Search in Google Scholar

7. CEN: “EN 1992-1-1 Eurocode 2: Design of concrete structures - part 1–1: General rules and rules for buildings”, 2004.Search in Google Scholar

8. ACI: “Building code requirements for structural concrete:(ACI 318-95); and commentary (aci 318r-95)”, 1995.Search in Google Scholar

9. Model Code: “Ceb-fip model code for concrete structures”, Comité Euro-International du Béton, Paris, France; 1978.Search in Google Scholar

10. BS Institute: “EN 1991-1-1 eurocode 2: Design of concrete structures, general rules and rules for buildings.” UK, 1992.Search in Google Scholar

11. BS: “8110: Part 1, structural use of concrete–code of practice for design and construction”, 1985.Search in Google Scholar

12. Gergely P & Lutz L A: “Maximum crack width in reinforced concrete flexural members”. ACI Special Publication, Vol. 20, No., 1968, pp. 87-117.Search in Google Scholar

13. Kaar P H & Hognestad E: “High strength bars as concrete reinforcement, part 7: Control of cracking in t-beam flanges”: Portland Cement Association, Research and Development Laboratories; 1965.Search in Google Scholar

14. Sygula S: “Vergleichende untersuchungen über biegerißformeln für stahlbeton”. Beton-und Stahlbetonbau, Vol. 76, No. 5, 1981, pp. 114-117.10.1002/best.198100190Search in Google Scholar

15. AIJ: “Aij: Standard for structural calculation of rc structures”, Tokyo, 1986.Search in Google Scholar

16. Balazs G L: “Cracking analysis based on slip and bond stresses”. Materials Journal, Vol. 90, No. 4, 1993, pp. 340-348.10.14359/3890Search in Google Scholar

17. Tan R, Hendriks M A, Geiker M & Kanstad T: “Modified cracked membrane model for consistent crack width predictions of reinforced concrete structures subjected to in-plane loading”. Engineering Structures, Vol. 196, No., 2019, pp. 109362.10.1016/j.engstruct.2019.109362Search in Google Scholar

18. Oh B H & Kang Y J: “New formulas for maximum crack width and crack spacing in reinforced concrete flexural members”. Structural Journal, Vol. 84, No. 2, 1987, pp. 103-112.10.14359/2787Search in Google Scholar

19. Markeset G & Kioumarsi M: “Need for further development in service life modelling of concrete structures in chloride environment”. Procedia Engineering, Vol. 171, No., 2017, pp. 549-556.10.1016/j.proeng.2017.01.371Search in Google Scholar

20. Connal J & Berndt M: “Sustainable bridges: 300 year design life for second gateway bridge”. Proceedings: 7th Austroads Bridge Conference, Auckland, New Zealand 2009.Search in Google Scholar

21. Vegvesen S: “Håndbok n400 bruprosjektering”. Oslo: Vegdirektoratet, 2009.Search in Google Scholar

22. Danner T & Geiker M R: “Long-term influence of concrete surface and crack orientation on self-healing and ingress in cracks–field observations”. Nordic Concrete Research, Vol. 58, No. 1, 2018, pp. 1-16.10.2478/ncr-2018-0001Search in Google Scholar

23. Basteskår M, Engen M, Kanstad T & Fosså K T: “A review of literature and code requirements for the crack width limitations for design of concrete structures in serviceability limit states”. Structural Concrete, Vol. 20, No. 2, 2019, pp. 678-688.10.1002/suco.201800183Search in Google Scholar

24. ACI 224: “Control of cracking in concrete structures-ACI 224r-01”, American Concrete Institute, 2001.Search in Google Scholar

25. Schießl P: “Zur frage der zulässigen rissbreite und der erforderlichen betondeckung im stahlbetonbau unter besonderer berücksichtigung der karbonatisierung des betons”. Technische Universität München; 1976.Search in Google Scholar

26. Debernardi P G, Guiglia M & Taliano M: “Effect of secondary cracks for cracking analysis of reinforced concrete tie”. ACI Materials Journal, Vol. 110, No. 2, 2013, pp. 207.10.14359/51685535Search in Google Scholar

27. Tan R, Eileraas K, Opkvitne O, Žirgulis G, Hendriks M A, Geiker M, Brekke D E & Kanstad T: “Experimental and theoretical investigation of crack width calculation methods for rc ties”. Structural Concrete, No., 2018.10.1002/suco.201700237Search in Google Scholar

28. Broms B B & Lutz L A: “Effects of arrangement of reinforcement on crack width and spacing of reinforced concrete members”. Proceedings: ACI Journal Proceedings, 1965, 1395-1410.Search in Google Scholar

29. Illston J & Stevens R: “Internal cracking”. Concrete (London), Vol. 6, No. 7, 1972.Search in Google Scholar

30. Leonhardt F: “Crack control in concrete structures, iabse surveys, no. S4/77”. International Association for Bridges and Structural Engineering, No., 1977, pp. 26.Search in Google Scholar

31. Nielsen M: “Beton 1–del 3, 2. Udgave (concrete structures 1–part 3)”. Department of Civil Engineering, Technical University of Denmark, Lyngby; 2005.Search in Google Scholar

32. Goto Y: “Cracks formed in concrete around deformed tension bars”. Proceedings: ACI Journal Proceedings, 1971, 244-251.Search in Google Scholar

33. Beeby A: “Crack control provisions in the new eurocode for the design of concrete structures”. ACI Special Publication, Vol. 204, No., 2001, pp. 57-84.Search in Google Scholar

34. Park R & Paulay T: “Reinforced concrete structures”: John Wiley & Sons; 1975.10.1002/9780470172834Search in Google Scholar

35. Tan R, Hendriks M A & Kanstad T: “Evaluation of current crack width calculation methods according to eurocode 2 and fib model code 2010”. In: High tech concrete: Where technology and engineering meet. edn.: Springer; 2018: 1610-1618.10.1007/978-3-319-59471-2_185Search in Google Scholar

36. Base G D, Read J B, Beeby A & Taylor H: “An investigation of the crack control characteristics of various types of bar in reinforced concrete beams”. In: Research Report No 18. Cement and Concrete Association, London: Cement and Concrete Association Wexham Springs, Slough England; 1966.Search in Google Scholar

37. Borges J F: “Cracking and deformability of reinforced concrete beams”: Laboratório Nacional de Engenharia Civil; 1965.Search in Google Scholar

38. Base G D, Read J B, Beeby A & Taylor H: “An investigation of the crack control characteristics of various types of bar in reinforced concrete beams”: Cement and Concrete Association, Wexham Springs, Slough, England; 1966.Search in Google Scholar

39. de Saint-Venant M: “Mémoire sur la torsion des prismes: Avec des considérations sur leur flexion ainsi que sur l’équilibre intérieur des solides élastiques en général: Et des formules pratiques pour le calcul de leur résistance à divers efforts s’ exerçant simultanément”: Imprimerie nationale; 1856.Search in Google Scholar

40. Beeby A W: “The influence of the parameter ϕ/ρ eff on crack widths”. Structural Concrete, Vol. 5, No. 2, 2004, pp. 71-83.10.1680/stco.2004.5.2.71Search in Google Scholar

41. Saliger R: “High grade steel in reinforced concrete”. Proceedings: Second Congress of IABSE, Berlin-Munich 1936.Search in Google Scholar

42. Watstein D & Parsons D: “Width and spacing of tensile cracks in axially reinforced concrete cylinders”. Journal of Research, National Bureau of Standards, Vol. 31, No. 1, 1943, pp. 1-24.10.6028/jres.031.001Search in Google Scholar

43. Naotunna C N, Samarakoon S M S M K & Fosså K T: “Experimental and theoretical behavior of crack spacing of specimens subjected to axial tension and bending.”. Structural Concrete, Vol. 1-18, No., 2020.10.1002/suco.201900587Search in Google Scholar

44. Beeby A & Scott R: “Cracking and deformation of axially reinforced members subjected to pure tension”. Magazine of Concrete Research, Vol. 57, No. 10, 2005, pp. 611-621.10.1680/macr.2005.57.10.611Search in Google Scholar

45. Taliano M: “Cracking analysis of concrete tie reinforced with two diameter bars accounting for the effect of secondary cracks”. Engineering Structures, Vol. 144, No., 2017, pp. 107-119.10.1016/j.engstruct.2017.04.045Search in Google Scholar

46. Rots J G & Blaauwendraad J: “Crack models for concrete, discrete or smeared? Fixed, multi-directional or rotating?”. In: Heron. Edited by Seven-Laboratory, vol. 34. Netherlands: Delft University of Technology; 1989.Search in Google Scholar

47. Unanwa C & Mahan M: “Statistical analysis of concrete compressive strengths for california highway bridges”. Journal of Performance of Constructed Facilities, Vol. 28, No. 1, 2012, pp. 157-167.10.1061/(ASCE)CF.1943-5509.0000404Search in Google Scholar

48. Naotunna C N, Samarakoon S M S M K & Fosså K T: “Comparison of the experimental crack spacing behaviour with the theorotical predictions”. In: The Nordic Concrete Federation. Oslo, Norway; 2019.Search in Google Scholar

49. Gergely P & Lutz L A: “Maximum crack width in reinforced concrete flexural members”. Material Science Special Publication, Vol. 20, No., 1968, pp. 87-117.Search in Google Scholar

50. Beeby A W: “An investigation of cracking in slabs spanning one way”. In: Cement and Concrete Association. 1970.Search in Google Scholar

51. Borosnyói A & Snóbli I: “Crack width variation within the concrete cover of reinforced concrete members”. Építõanyag, Vol. 62, No. 3, 2010, pp. 70-74.10.14382/epitoanyag-jsbcm.2010.14Search in Google Scholar

52. Husain S I & Ferguson P M: “Flexural crack width at the bars in reinforced concrete beams”. In. Center for Highway Research: The University of Texas at Austin; 1968.Search in Google Scholar

53. Tammo K & Thelandersson S: “Crack opening near reinforcement bars in concrete structures”. Structural Concrete, Vol. 7, No. 4, 2006, pp. 137-143.10.1680/stco.2006.7.4.137Search in Google Scholar

54. Naotunna C N, Samarakoon S M S M K & Fosså K T: “Experimental investigation of crack width variation along the concrete cover depth in reinforced concrete specimens with ribbed bars and smooth bars”. Case Studies in Construction Materials, No., 2021.10.1016/j.cscm.2021.e00593Search in Google Scholar

55. Pérez Caldentey A, Corres Peiretti H, Peset Iribarren J & Giraldo Soto A: “Cracking of rc members revisited: Influence of cover, ϕ/ρs, ef and stirrup spacing–an experimental and theoretical study”. Structural Concrete, Vol. 14, No. 1, 2013, pp. 69-78.10.1002/suco.201200016Search in Google Scholar

56. Debernardi P G & Taliano M: “An improvement to eurocode 2 and fib model code 2010 methods for calculating crack width in rc structures”. Structural Concrete, Vol. 17, No. 3, 2016, pp. 365-376.10.1002/suco.201500033Search in Google Scholar

57. Tammo K & Thelandersson S: “Crack behavior near reinforcing bars in concrete structures”. ACI Structural Journal, Vol. 106, No. 3, 2009, pp. 259.10.14359/56490Search in Google Scholar

58. Wang J J, Tao M X & Nie X: “Fracture energy-based model for average crack spacing of reinforced concrete considering size effect and concrete strength variation”. Construction and Building Materials, Vol. 148, No., 2017, pp. 398-410.10.1016/j.conbuildmat.2017.05.082Search in Google Scholar

59. Oh H J, Cho Y K & Kim S-M: “Experimental evaluation of crack width movement of continuously reinforced concrete pavement under environmental load”. Construction and Building Materials, Vol. 137, No., 2017, pp. 85-95.10.1016/j.conbuildmat.2017.01.080Search in Google Scholar

60. DIN: “En-1992-1-1/NA. 2011–01, National Annex – Nationally determined parameters – Eurocode 2: Design of concrete structures–part 1-1: General rules and rules for buildings. DIN construction standards committee “, Beuth Verlag GmbH, Berlin; 2011.Search in Google Scholar

61. Broms B B: “Crack width and crack spacing in reinforced concrete members”. Proceedings: ACI Journal Proceedings, 1965, 1237-1256.Search in Google Scholar

62. Naotunna C N, Samarakoon S M S M K & Fosså K T: “Comparison of the behavior of crack width-governing parameters with existing models”. In: Proceedings of the International Conference on Sustainable Materials, Systems and Structures (SMSS2019) vol. Rilem Publications.Vol. 4; 2019: 124-131.Search in Google Scholar

63. Rimkus A & Gribniak V: “Experimental investigation of cracking and deformations of concrete ties reinforced with multiple bars”. Construction and Building Materials, Vol. 148, No., 2017, pp. 49-61.10.1016/j.conbuildmat.2017.05.029Search in Google Scholar

64. Rospars C & Chauvel D: “Ceos. Fr experimental programme and reference specimen tests results”. European Journal of Environmental and Civil Engineering, Vol. 18, No. 7, 2014, pp. 738-753.10.1080/19648189.2014.912163Search in Google Scholar

65. Bisch P: “The ceos. Fr research project-behaviour and assessment of massive structures: Cracking and shrinkage”. Proceedings: Crack width calculation methods for large concrete structures, Oslo, Norway 2017, 11.Search in Google Scholar

66. Lee G Y & Kim W: “Cracking and tension stiffening behavior of high-strength concrete tension members subjected to axial load”. Advances in Structural Engineering, Vol. 12, No. 2, 2009, pp. 127-137.10.1260/136943309788251614Search in Google Scholar

67. Deluce J R: “Cracking behaviour of steel fibre reinforced concrete containing conventional steel reinforcement”. University of Toronto; 2011.Search in Google Scholar

68. Tan R, Hendriks M A, Geiker M & Kanstad T: “Analytical calculation model for predicting cracking behavior of reinforced concrete ties”. Journal of Structural Engineering, Vol. 146, No. 2, 2020, pp. 04019206.10.1061/(ASCE)ST.1943-541X.0002510Search in Google Scholar

69. Bado M F, Casas J R & Kaklauskas G: “Distributed sensing in reinforced concrete members for reinforcement strain monitoring, crack detection and bond-slip calculation”. Engineering Structures, Vol. 226, No., 2021, pp. 111385.10.1016/j.engstruct.2020.111385Search in Google Scholar

70. Doerr K: “Bond behavior of ribbed reinforcement under transversal pressure”. Proceedings: Nonlinear behavior of reinforced concrete structures; contributions to IASS symposium, 1978, 3-7.Search in Google Scholar

71. Beconcini M L, Croce P & Formichi P: “Influence of bond-slip on the behaviour of reinforced concrete beam to column joints”. Proceedings: Proceedings of International fib Symposium “Taylor Made Concrete Structures: New Solutions for our Society”, Amsterdam, 2008, 19-21.10.1201/9781439828410.ch88Search in Google Scholar

72. Ciampi V, Eligehausen R, Bertero V V & Popov E P: “Analytical model for deformed bar bond under generalized excitations”. ACI, No., 1981.Search in Google Scholar

73. Ciampi V, Eligehausen R, Bertero V V & Popov E P: “Analytical model for concrete anchorages of reinforcing bars under generalized excitations”: College of Engineering, University of California Berkeley, CA, USA; 1982.Search in Google Scholar

74. Rilem: “RC 6 bond test for reinforcement steel. 2. Pull-out test, 1983”, RILEM recommendations for the testing and use of constructions materials, 1994, pp. 218-220.Search in Google Scholar

75. Cervenka V, Cervenka J & Pukl R: “Atena—a tool for engineering analysis of fracture in concrete”. Sadhana, Vol. 27, No. 4, 2002, pp. 485-492.10.1007/BF02706996Search in Google Scholar

76. Kim J K & Park Y D: “Shear strength of reinforced higy strength concrete beams without web reinforcement”. Magazine of Concrete Research, Vol. 46, No. 166, 1994, pp. 7-16.10.1680/macr.1994.46.166.7Search in Google Scholar

77. Naotunna C N, Samarakoon S M S M K & Fosså K T: “Identification of the influence of concrete cover thickness and ∅/ρ parameter on crack spacing (forthcoming).”. In: XV International Conference on Durability of Building Materials and Components. Barcelona; 2020.10.23967/dbmc.2020.076Search in Google Scholar

78. Kaklauskas G, Ramanauskas R & Jakubovskis R: “Mean crack spacing modelling for rc tension elements”. Engineering Structures, Vol. 150, No., 2017, pp. 843-851.10.1016/j.engstruct.2017.07.090Search in Google Scholar

79. Olsen D H & Nielsen M P: “Ny teori til bestemmelse af revneafstande og revnevidder i betonkonstruktioner”: Afdelingen for bærende konstruktioner, Danmarks tekniske højskole; 1990.Search in Google Scholar

80. Marti P, Alvarez M, Kaufmann W & Sigrist V: “Tension chord model for structural concrete”. Structural Engineering International, Vol. 8, No. 4, 1998, pp. 287-298.10.2749/101686698780488875Search in Google Scholar

81. McLeod C H & Viljoen C: “Quantification of crack prediction models in reinforced concrete under flexural loading”. Structural Concrete, Vol. 20, No. 6, 2019, pp. 2096-2108.10.1002/suco.201900036Search in Google Scholar

82. Caldentey A P: “Proposal of new crack width formulas in the eurocode 2, background, experiments, etc.”. Proceedings: Crack width calculation methods for large concrete structures, Oslo 2017, 17.Search in Google Scholar

83. Bažant Z P & Oh B H: “Spacing of cracks in reinforced concrete”. Journal of Structural Engineering, Vol. 109, No. 9, 1983, pp. 2066-2085.10.1061/(ASCE)0733-9445(1983)109:9(2066)Search in Google Scholar

84. Radnić J & Markota L: “Experimental verification of engineering procedures for calculation of crack width in concrete elements”. International Journal for Engineering Modelling, Vol. 16, No., 2003, pp. 63-69.Search in Google Scholar

85. Ouyang C & Shah S P: “Fracture energy approach for predicting cracking of reinforced concrete tensile members”. Structural Journal, Vol. 91, No. 1, 1994, pp. 69-78.10.14359/4499Search in Google Scholar

86. Shah S P, Swartz S E & Ouyang C: “Fracture mechanics of concrete: Applications of fracture mechanics to concrete, rock and other quasi-brittle materials”: John Wiley & Sons; 1995, pp.Search in Google Scholar

87. Beeby A: “The prediction and control of flexural cracking in reinforced concrete members”. ACI Special Publication, Vol. 30, No., 1971, pp. 55-76.Search in Google Scholar

88. Caldentey A P & García R: “Cracking of rc structures: Differences between tension and flexure”. Proceedings: Design and construction of sustainable concrete structures: causes, calculation and consequences of cracks, Oslo Norway 2019, 3.Search in Google Scholar

89. García R & Caldentey A P: “Cracking of rc: Tension vs. Flexure”, Madrid: Technical University of Madrid (UPM); 2018.Search in Google Scholar

90. García R & Caldentey A P: “Influence of type of loading (tension or bending) on cracking behaviour of reinforced concrete elements. Experimental study”. Engineering Structures, Vol. 222, No., 2020, pp. 111134.10.1016/j.engstruct.2020.111134Search in Google Scholar

91. Beeby A, Alander C, Giuriani E, Plizzari G&Pantazopoulou S: “The influence of the parameter φ/ρeff on crack widths. Author’s reply and discussion”. Structural Concrete (London, 1999), Vol. 6, No. 4, 2005, pp. 155-165.10.1680/stco.2005.6.4.155Search in Google Scholar

92. Walraven J: “Model code 2010-first complete draft-volume 2: Model code”, vol. 56: fib Fédération internationale du béton; 2010.10.35789/fib.BULL.0056Search in Google Scholar

93. Gribniak V, Rimkus A, Caldentey A P & Sokolov A: “Cracking of concrete prisms reinforced with multiple bars in tension–the cover effect”. Engineering Structures, Vol. 220, No., 2020, pp. 110979.10.1016/j.engstruct.2020.110979Search in Google Scholar

94. Dawood N & Marzouk H: “Crack width model for thick reinforced concrete plates subjected to in-plane forces”. Canadian Journal of Civil Engineering, Vol. 38, No. 11, 2011, pp. 1262-1273.10.1139/l11-087Search in Google Scholar

95. Dawood N & Marzouk H: “Experimental evaluation of the tension stiffening behavior of hsc thick panels”. Engineering Structures, Vol. 33, No. 5, 2011, pp. 1687-1697.10.1016/j.engstruct.2011.02.006Search in Google Scholar

96. Barre F, Bisch P, Chauvel D, Cortade J, Coste J F, Dubois J P, Erlicher S, Gallitre E, Labbé P & Mazars J: “Control of cracking in reinforced concrete structures: Research project ceos. Fr”: John Wiley & Sons; 2016.10.1002/9781119347088Search in Google Scholar

97. Norge S: “NS-EN 1992-1-1: 2004 and NA: 2008”. “Eurocode 2”, 2008.Search in Google Scholar

98. Hornbostel K & Geiker M: “Influence of cracking on reinforcement corrosion”. Proceedings: Crack width calculation methods for large concrete structures, Oslo 2017, 53.Search in Google Scholar

99. Makita M, Mori Y & Katawaki K: “Marine corrosion behavior of reinforced concrete exposed at tokyo bay”. ACI Special Publication, Vol. 65, No., 1980, pp. 271-290.Search in Google Scholar

100. Berke N S, Dallaire M, Hicks M & Hoopes R: “Corrosion of steel in cracked concrete”. Corrosion, Vol. 49, No. 11, 1993, pp. 934-943.10.5006/1.3316020Search in Google Scholar

101. Lin C: “Bond deterioration dueto corrosion of reinforcing steel”. ACI Special Publication, Vol. 65, No., 1980, pp. 255-270.Search in Google Scholar

102. Tremper B: “The corrosion of reinforcing steel in cracked concrete”. Proceedings: ACI Journal Proceedings, 1947, 18 (10): 1137-1144.Search in Google Scholar

103. Francois R & Arliguie G: “Reinforced concrete: Correlation between cracking and corrosion”. ACI Special Publication, Vol. 126, No., 1991, pp. 1221-1238.Search in Google Scholar

104. Kahhaleh K Z: “Corrosion performance of epoxy-coated reinforcement”. The University of Texas at Austin 1995.Search in Google Scholar

105. Chen E, Berrocal C G, Löfgren I & Lundgren K: “Correlation between concrete cracks and corrosion characteristics of steel reinforcement in pre-cracked plain and fibre-reinforced concrete beams”. Materials and Structures, Vol. 53, No. 2, 2020, pp. 1-22.10.1617/s11527-020-01466-zSearch in Google Scholar

106. Ohta T: “Corrosion of reinforcing steel in concrete exposed to sea air”. ACI Special Publication, Vol. 126, No., 1991, pp. 459-478.Search in Google Scholar

107. Schiessl P: “Admissible crack width in reinforced concrete structures. Contribution ii, 3-17”. Proceedings: Preliminary reports Vol II, Inter-association Colloquium on the Behaviour of in Service of Concrete Structures, 1975.Search in Google Scholar

108. Carević V & Ignjatović I: “Influence of loading cracks on the carbonation resistance of rc elements”. Construction and Building Materials, Vol. 227, No., 2019, pp. 116583.10.1016/j.conbuildmat.2019.07.309Search in Google Scholar

109. Schießl P & Raupach M: “Laboratory studies and calculations on the influence of crack width on chloride-induced corrosion of steel in concrete”. Materials Journal, Vol. 94, No. 1, 1997, pp. 56-61.10.14359/285Search in Google Scholar

110. Swamy R: “Durability of rebars in concrete.”. Proceedings: The GM Idorn International Symposium on Durability of Concrete, sponsored by Committee 201 on Durability, held at the 1990 Annual ACI Convention in Toronto, Ontario, Canada, 1992.Search in Google Scholar

111. Misra S & Uomoto T: “Reinforcement corrosion under simultaneous diverse exposure conditions”. ACI Special Publication, Vol. 126, No., 1991, pp. 423-442.Search in Google Scholar

112. Vennesland O & Gjoro O: “Effect of cracks in submerged concrete sea structures on steel corrosion”. Materials Performance, Vol. 20, No. 8, 1981, pp. 49-51.Search in Google Scholar

113. Miyagawa K O T: “Chloride corrosion of reinforcing steel in cracked concrete”. ACI Special Publication, Vol. 65, No., 1980, pp. 237-254.Search in Google Scholar

114. Liu W & Wang S: “The effect of crack width on chloride-induced corrosion of steel in concrete”. Advances in Materials Science and Engineering, Vol. 2017, No., 2017.10.1155/2017/3968578Search in Google Scholar

115. Houston J T, Atimtay E & Ferguson P M: “Corrosion of reinforcing steel embedded in structural concrete”: Center for Highway Research, University of Texas at Austin; 1972, pp.Search in Google Scholar

116. O’Neil E F: “Study of reinforced concrete beams exposed to marine environment”. ACI Special Publication, Vol. 65, No., 1980, pp. 113-132.Search in Google Scholar

117. Eto S, Matsuo T, Matsumura T, Fujii T & Tanaka M Y: “Quantitative estimation of carbonation and chloride penetration in reinforced concrete by laser-induced breakdown spectroscopy”. Spectrochimica Acta Part B: Atomic Spectroscopy, Vol. 101, No., 2014, pp. 245-253.10.1016/j.sab.2014.09.004Search in Google Scholar

118. Marcus P: “Corrosion mechanisms in theory and practice”: CRC Press; 2011.10.1201/b11020Search in Google Scholar

119. Campbell-Allen D: “The reduction of cracking in concrete”. Sydney: School of Civil Engineering, University of Sydney; 1979.Search in Google Scholar

120. EICC & Favre R: “Ceb design manual on cracking and deformations”: École Polytechnique Fédérale de Lausanne; 1985.Search in Google Scholar

121. Johnston J: “Mechanism of vision—a review”. In: Sensory evaluation of appearance of materials. edn.: ASTM International; 1973.Search in Google Scholar

122. Padilla J D & Robles F: “Human response to cracking in concrete slabs”. ACI Special Publication, Vol. 30, No., 1971, pp. 43-54.Search in Google Scholar

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