Development of Sustainable Concrete to assure Resilience and Durability via Self-Sensing
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DOI:
https://doi.org/10.5281/zenodo.14188656Keywords:
Self-Sensing, Sustainable, Carbon Fibers, Resilience, Electrical ResistivityAbstract
Concrete is the most abundant construction material and requires sustainable practices for better
performance. A main manifestation of deterioration in concrete structures is cracking due to the low tensile
resistance of the material, thus affecting its durability, and resilience and also impacting sustainable
practices. Crack detection and monitoring are essential for structural safety, especially when critical
structures such as nuclear power plants and dams are concerned. The objective of the research presented
here is to revisit the self-sensing potential of concrete including short carbon fibers. These carbon fibers are
semiconductors and decrease the resistivity of concrete. The decrease in resistivity helps identify the
generation of flaws, such as cracks. In this paper, electrical resistivity measurements were performed using
the compressed electrode method, and a comparative study was conducted on four different concrete
mixtures containing different amounts of short carbon fibers. The curing time of concrete is also considered
a variable in the experimental program. So that the effect of curing on self-sensing behavior can be
determined. Till now cement mortar was tested for this ability. In this study, concrete specimens were made
and tested for self-sensing ability.
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References
Bontea, D.-M., Chung, D.D.L. and Lee, G.C. 2000. ‘‘Damage in Carbon Fiber Reinforced Concrete, Monitored by Electrical Resistance Measurement,’’ Cement and Concrete Research, 30(4):651-659.
Cao, J. and Chung, D.D.L. 2001. ‘‘Degradation of the Bond between Concrete and Steel under Cyclic Shear Loading, Monitored by Contact Electrical Resistance Measurement,’’ Cement and Concrete Research, 31(4):669-671.
Cao, J. and Chung, D.D.L. 2004. ‘‘Electric Polarization and Depolarization in Cement-based Materials, Studied by Apparent Electrical Resistance Measurement,’’ Cement and Concrete Research, 34(3):481-485.
Chen, P.-W. and Chung, D.D.L. 1993a. ‘‘Carbon Fiber Reinforced Concrete as a Smart Material Capable of Non-destructive Flaw Detection,’’ Smart Materials and Structures, 2:22-30.
Chen, P.-W. and Chung, D.D.L. 1993b. ‘‘Carbon Fiber Reinforced Concrete as an Electrical Contact Material for Smart Structures,’’ Smart Materials and Structures, 2(3):181-188.
Chen, P.-W. and Chung, D.D.L. 1995. ‘‘Improving the Electrical Conductivity of Composites Comprised of Short Conducting
Fibers in a Non-conducting Matrix: the Addition of a Non-Conducting Particulate Filler,’’ Journal of Electronic Materials, 24(1):47-51.
Chen, P.-W. and Chung, D.D.L. 1996. ‘‘Concrete as a new strain/ stress sensor,’’ Composites, Part B, 27B:11-23.
Chen, B., Wu, K. and Yao, W. 2004. ‘‘Conductivity of Carbon Fiber Reinforced Cement-based Composites,’’ Cement and Concrete Composites, 26:291-297.
Chung, D.D.L. 2002a. ‘‘Piezoresistive Cement-based Materials for Strain Sensing,’’ Journal of Intelligent Material Systems and Structures, 13(9):599-609.
Chung, D.D.L. 2002b. ‘‘Electrical Conduction Behavior of Cement-Matrix Composites,’’ Journal of Materials Engineering and Performance, 11(2):194-204.
Chung, D.D.L. 2003. ‘‘Damage in cement-based materials, studied by electrical resistance measurement,’’ Materials Science & Engineering Research, 42(1):1-40.
Chung, D.D.L. 2004. ‘‘Electrically conductive cement-based materials,’’ Advances in Cement Research, 16(4):167-176.
Chung, D.D.L. 2005. ‘‘Dispersion of Short Fibers in Cement,’’ Journal of Materials in Civil Engineering, 17(4):379-383.
Pu-Woei Chen and D D L Chung, Carbon fibre reinforced concrete as an electrical contact material for smart structures, Smart Mater. Struct. 2 (1993) 181-188.
Pu-Woei Chen and D D L Chung, Carbon fibre reinforced concrete as an intrinsically smart concrete for damage assessment during static and dynamic loading, ACI material journal, 1996, 93-M38.
ASTM C39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.
ASTM C192, Standard Test Method for Making and Curing Concrete Test Specimen in the laboratory.
ACI 544, State of Art Report on Fiber Reinforced Concrete", ACI Manual, 1996.
Johanston, C.D "Properties of Steel Fiber Reinforced Mortar and Concrete", Proceeding of Syrnposium of Fibrous Concrete Held in London, England, l6 April, 1980, Pp.l9-47.
ACI 211.1. Standard Practice for selecting Proportions for Normal, Heavy weight and Mass Concrete.
R.C. Tennyson, N. Banthia, Monitoring structures using long gauge length fibre optic sensors, NRC, 2 May 2007.
Insang Lee, Complete Stress-Strain Characteristics Of High Performance Concrete, May 2002.
Anis Mohammad Ali, bj. Farid and a.i.m. Al-janabi, Stress-Strain Relationship for Concrete in Compression Madel of Local Materials, JKAU: Eng. Sci., Vol. 2, pp. l83-l94 (1990 A.D.)
ASTM C1116, Standard Specification for Fibre-Reinforced concrete and Shotcrete.
ASTM C1240, Standard Specification for use of Silica Fumeas a Mineral admixture in Hydraulic Cement Concrete, Mortar and Grout.
ACI 544, Measurement of Properties of Fibre Reinforced Concrete.
T. Suresh Babu, M.V. Seshagiri Raoband D. Rama Seshuc, Mechanical Properties And Stress- Strain Behaviour Of Self Compacting Concrete With And Without Glass Fibers, Asian Journal Of Civil Engineering (Building And Housing) VOL. 9, NO. 5 (2008) PAGES 457-472.
Chen Pu-Woei and Chung D D L 1993 Composites 24.
Bazant, Z. P. (1989) “ Identification of strain softening constitutive relation from uniaxial tests by series coupling modle for localization.” Cement and concrete Research, 19(6), 973-977.