Skip to main content
Top
Published in: Journal of Material Cycles and Waste Management 3/2020

21-01-2020 | ORIGINAL ARTICLE

Experimental study on residual properties of thermally damaged steel fiber-reinforced concrete containing copper slag as fine aggregate

Authors: Binaya Patnaik, Chandrasekhar Bhojaraju, Seyed Sina Mousavi

Published in: Journal of Material Cycles and Waste Management | Issue 3/2020

Log in

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

This study intends to investigate the effect of copper slag (CS) on the hardened properties of thermally damaged steel fiber-reinforced concrete. Two water-to-cement ratios of 0.5 and 0.55 are considered for the concrete mixture. Different volume fractions of 0, 0.5, 1.0, and 1.5 are considered for steel fiber. Thermal cycles of 28 and 56 are considered in the experimental program. Ultrasonic pulse velocity technique is used to monitor internal damages due to the thermal cycles. Overall results show that concrete mixtures containing copper slag have considerable thermal resistance compared to the reference mixtures. However, results recommend the optimum content of 1% for steel fiber, while further addition causes lower thermal resistance of CS-modified concrete. Also, regression equations are proposed for residual compressive and tensile strengths of thermally damaged CS-modified concrete. Results show good agreement between the experimental database and the proposed regression equations.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Literature
1.
go back to reference Shi C, Meyer C, Behnood A (2008) Utilization of copper slag in cement and concrete. Resour Conserv Recycl 52(10):1115–1120 Shi C, Meyer C, Behnood A (2008) Utilization of copper slag in cement and concrete. Resour Conserv Recycl 52(10):1115–1120
2.
go back to reference Qin Y, Zhang X, Chai J (2019) Damage performance and compressive behavior of early-age green concrete with recycled nylon fiber fabric under an axial load. Constr Build Mater 209:105–114 Qin Y, Zhang X, Chai J (2019) Damage performance and compressive behavior of early-age green concrete with recycled nylon fiber fabric under an axial load. Constr Build Mater 209:105–114
3.
go back to reference Mo KH et al (2018) Recycling of seashell waste in concrete: a review. Constr Build Mater 162:751–764 Mo KH et al (2018) Recycling of seashell waste in concrete: a review. Constr Build Mater 162:751–764
4.
go back to reference Qin Y et al (2019) Experimental study of compressive behavior of polypropylene-fiber-reinforced and polypropylene-fiber-fabric-reinforced concrete. Constr Build Mater 194:216–225 Qin Y et al (2019) Experimental study of compressive behavior of polypropylene-fiber-reinforced and polypropylene-fiber-fabric-reinforced concrete. Constr Build Mater 194:216–225
5.
go back to reference Wei Y et al (2019) Performance evaluation of green-concrete pavement material containing selected C&D waste and FA in cold regions. J Mater Cycles Waste Manag 21:1550–1562 Wei Y et al (2019) Performance evaluation of green-concrete pavement material containing selected C&D waste and FA in cold regions. J Mater Cycles Waste Manag 21:1550–1562
6.
go back to reference Davenport W et al (2002) Extractive metallurgy of copper. Pergamon Press, Oxford Davenport W et al (2002) Extractive metallurgy of copper. Pergamon Press, Oxford
7.
go back to reference Behnood A (2005) Effects of high temperatures on the high-strength concretes incorporating copper slag as coarse aggregate. In: Proc. 7th int. symp. on ‘utilization of high-strength/performance concrete’, Washington, DC Behnood A (2005) Effects of high temperatures on the high-strength concretes incorporating copper slag as coarse aggregate. In: Proc. 7th int. symp. on ‘utilization of high-strength/performance concrete’, Washington, DC
8.
go back to reference Moura W et al (1999) Concrete performance with admixtures of electrical steel slag and copper copper concerning mechanical properties. Spec Publ 186:81–100 Moura W et al (1999) Concrete performance with admixtures of electrical steel slag and copper copper concerning mechanical properties. Spec Publ 186:81–100
9.
go back to reference Taeb A, Faghihi S (2002) Utilization of copper slag in the cement industry. ZKG Int 55(4):98–100 Taeb A, Faghihi S (2002) Utilization of copper slag in the cement industry. ZKG Int 55(4):98–100
10.
go back to reference Al-Jabri K, Taha R, Al-Ghassani M (2002) Use of copper slag and cement by-pass dust as cementitious materials. Cement Concr Aggreg 24(1):7–12 Al-Jabri K, Taha R, Al-Ghassani M (2002) Use of copper slag and cement by-pass dust as cementitious materials. Cement Concr Aggreg 24(1):7–12
11.
go back to reference Murari K, Siddique R, Jain K (2015) Use of waste copper slag, a sustainable material. J Mater Cycles Waste Manag 17(1):13–26 Murari K, Siddique R, Jain K (2015) Use of waste copper slag, a sustainable material. J Mater Cycles Waste Manag 17(1):13–26
12.
go back to reference Esmaeili J, Aslani H (2019) Use of copper mine tailing in concrete: strength characteristics and durability performance. J Mater Cycles Waste Manag 21(3):729–741 Esmaeili J, Aslani H (2019) Use of copper mine tailing in concrete: strength characteristics and durability performance. J Mater Cycles Waste Manag 21(3):729–741
13.
go back to reference Icsg I (2010) The World Copper Factbook 2010. International Copper Study Group, Lisbon Icsg I (2010) The World Copper Factbook 2010. International Copper Study Group, Lisbon
14.
go back to reference Gorai B, Jana R (2003) Characteristics and utilisation of copper slag—a review. Resour Conserv Recycl 39(4):299–313 Gorai B, Jana R (2003) Characteristics and utilisation of copper slag—a review. Resour Conserv Recycl 39(4):299–313
15.
go back to reference Caliskan S, Behnood A (2004) Recycling copper slag as coarse aggregate: hardened properties of concrete. In: Proceedings of seventh international conference on concrete technology in developing countries Caliskan S, Behnood A (2004) Recycling copper slag as coarse aggregate: hardened properties of concrete. In: Proceedings of seventh international conference on concrete technology in developing countries
16.
go back to reference Shoya M et al (1997) Freezing and thawing resistance of concrete with excessive bleeding and its improvement. Spec Publ 170:879–898 Shoya M et al (1997) Freezing and thawing resistance of concrete with excessive bleeding and its improvement. Spec Publ 170:879–898
17.
go back to reference Ayano T, Sakata K (2000) Durability of concrete with copper slag fine aggregate. Spec Publ 192:141–158 Ayano T, Sakata K (2000) Durability of concrete with copper slag fine aggregate. Spec Publ 192:141–158
18.
go back to reference Hwang C-L, Laiw J-C (1989) Properties of concrete using copper slag as a substitute for fine aggregate. Spec Publ 114:1677–1696 Hwang C-L, Laiw J-C (1989) Properties of concrete using copper slag as a substitute for fine aggregate. Spec Publ 114:1677–1696
19.
go back to reference Li F (1999) Test research on copper slag concrete. J Fuzhou Univ 127(5):59–62 Li F (1999) Test research on copper slag concrete. J Fuzhou Univ 127(5):59–62
20.
go back to reference Li Z (2003) The replacement of granulated copper slag for sand concrete. J Qingdao Inst Archit Eng 24(2):20–22 Li Z (2003) The replacement of granulated copper slag for sand concrete. J Qingdao Inst Archit Eng 24(2):20–22
21.
go back to reference Al-Jabri KS et al (2009) Copper slag as sand replacement for high performance concrete. Cement Concr Compos 31(7):483–488 Al-Jabri KS et al (2009) Copper slag as sand replacement for high performance concrete. Cement Concr Compos 31(7):483–488
22.
go back to reference Wu W, Zhang W, Ma G (2010) Optimum content of copper slag as a fine aggregate in high strength concrete. Mater Des 31(6):2878–2883 Wu W, Zhang W, Ma G (2010) Optimum content of copper slag as a fine aggregate in high strength concrete. Mater Des 31(6):2878–2883
23.
go back to reference Al-Jabri KS, Al-Saidy AH, Taha R (2011) Effect of copper slag as a fine aggregate on the properties of cement mortars and concrete. Constr Build Mater 25(2):933–938 Al-Jabri KS, Al-Saidy AH, Taha R (2011) Effect of copper slag as a fine aggregate on the properties of cement mortars and concrete. Constr Build Mater 25(2):933–938
24.
go back to reference Dos Anjos M, Sales A, Andrade N (2017) Blasted copper slag as fine aggregate in Portland cement concrete. J Environ Manag 196:607–613 Dos Anjos M, Sales A, Andrade N (2017) Blasted copper slag as fine aggregate in Portland cement concrete. J Environ Manag 196:607–613
25.
go back to reference Brindha D, Nagan S (2011) Durability studies on copper slag admixed concrete. Asian J Civ Eng 12(5):563–578 Brindha D, Nagan S (2011) Durability studies on copper slag admixed concrete. Asian J Civ Eng 12(5):563–578
26.
go back to reference Vijayaraghavan J, Jude AB, Thivya J (2017) Effect of copper slag, iron slag and recycled concrete aggregate on the mechanical properties of concrete. Resour Policy 53:219–225 Vijayaraghavan J, Jude AB, Thivya J (2017) Effect of copper slag, iron slag and recycled concrete aggregate on the mechanical properties of concrete. Resour Policy 53:219–225
27.
go back to reference Al-Jabri KS et al (2009) Performance of high strength concrete made with copper slag as a fine aggregate. Constr Build Mater 23(6):2132–2140 Al-Jabri KS et al (2009) Performance of high strength concrete made with copper slag as a fine aggregate. Constr Build Mater 23(6):2132–2140
28.
go back to reference Wu W, Zhang W, Ma G (2010) Mechanical properties of copper slag reinforced concrete under dynamic compression. Constr Build Mater 24(6):910–917 Wu W, Zhang W, Ma G (2010) Mechanical properties of copper slag reinforced concrete under dynamic compression. Constr Build Mater 24(6):910–917
29.
go back to reference Sharma R, Khan RA (2017) Sustainable use of copper slag in self compacting concrete containing supplementary cementitious materials. J Cleaner Prod 151:179–192 Sharma R, Khan RA (2017) Sustainable use of copper slag in self compacting concrete containing supplementary cementitious materials. J Cleaner Prod 151:179–192
30.
go back to reference Haddad RH, Ra'ed MA (2004) Effect of thermal cycling on bond between reinforcement and fiber reinforced concrete. Cement Concr Compos 26(6):743–752 Haddad RH, Ra'ed MA (2004) Effect of thermal cycling on bond between reinforcement and fiber reinforced concrete. Cement Concr Compos 26(6):743–752
31.
go back to reference Crozier D, Sanjayan J (1999) Chemical and physical degradation of concrete at elevated temperatures. Concr Aust 25(1):18–20 Crozier D, Sanjayan J (1999) Chemical and physical degradation of concrete at elevated temperatures. Concr Aust 25(1):18–20
32.
go back to reference Schneider U (1988) Concrete at high temperatures—a general review. Fire Saf J 13(1):55–68MathSciNet Schneider U (1988) Concrete at high temperatures—a general review. Fire Saf J 13(1):55–68MathSciNet
33.
go back to reference Li M, Qian C, Sun W (2004) Mechanical properties of high-strength concrete after fire. Cem Concr Res 34(6):1001–1005 Li M, Qian C, Sun W (2004) Mechanical properties of high-strength concrete after fire. Cem Concr Res 34(6):1001–1005
34.
go back to reference Naus DJ (2006) The effect of elevated temperature on concrete materials and structures—a literature review. Oak Ridge National Laboratory (United States). Funding organisation: ORNL Naus DJ (2006) The effect of elevated temperature on concrete materials and structures—a literature review. Oak Ridge National Laboratory (United States). Funding organisation: ORNL
35.
go back to reference Phan LT (1996) Fire performance of high-strength concrete: a report of the state-of-the art. NISTIR 5934, National Institute of Standards and Technology, Gaithersburg, Maryland Phan LT (1996) Fire performance of high-strength concrete: a report of the state-of-the art. NISTIR 5934, National Institute of Standards and Technology, Gaithersburg, Maryland
36.
go back to reference Sanjayan G, Stocks L (1993) Spalling of high-strength silica fume concrete in fire. Mater J 90(2):170–173 Sanjayan G, Stocks L (1993) Spalling of high-strength silica fume concrete in fire. Mater J 90(2):170–173
37.
go back to reference Colombo M, Di Prisco M, Felicetti R (2010) Mechanical properties of steel fibre reinforced concrete exposed at high temperatures. Mater Struct 43(4):475–491 Colombo M, Di Prisco M, Felicetti R (2010) Mechanical properties of steel fibre reinforced concrete exposed at high temperatures. Mater Struct 43(4):475–491
38.
go back to reference Fraternali F et al (2011) Experimental study of the thermo-mechanical properties of recycled PET fiber-reinforced concrete. Compos Struct 93(9):2368–2374 Fraternali F et al (2011) Experimental study of the thermo-mechanical properties of recycled PET fiber-reinforced concrete. Compos Struct 93(9):2368–2374
39.
go back to reference Khaliq W, Kodur V (2011) Thermal and mechanical properties of fiber reinforced high performance self-consolidating concrete at elevated temperatures. Cem Concr Res 41(11):1112–1122 Khaliq W, Kodur V (2011) Thermal and mechanical properties of fiber reinforced high performance self-consolidating concrete at elevated temperatures. Cem Concr Res 41(11):1112–1122
40.
go back to reference Köksal F et al (2015) Combined effect of steel fibre and expanded vermiculite on properties of lightweight mortar at elevated temperatures. Mater Struct 48(7):2083–2092 Köksal F et al (2015) Combined effect of steel fibre and expanded vermiculite on properties of lightweight mortar at elevated temperatures. Mater Struct 48(7):2083–2092
41.
go back to reference Novák J, Kohoutková A (2017) Fibre reinforced concrete exposed to elevated temperature. IOP Conf Series Mater Sci Eng 246:012045 Novák J, Kohoutková A (2017) Fibre reinforced concrete exposed to elevated temperature. IOP Conf Series Mater Sci Eng 246:012045
42.
go back to reference Yermak N et al (2017) Influence of steel and/or polypropylene fibres on the behaviour of concrete at high temperature: spalling, transfer and mechanical properties. Constr Build Mater 132:240–250 Yermak N et al (2017) Influence of steel and/or polypropylene fibres on the behaviour of concrete at high temperature: spalling, transfer and mechanical properties. Constr Build Mater 132:240–250
43.
go back to reference Sahani AK, Samanta AK, Singharoy DK (2019) Mechanical behaviour of fire-exposed fibre-reinforced sustainable concrete. J Struct Fire Eng 10(4):482–503 Sahani AK, Samanta AK, Singharoy DK (2019) Mechanical behaviour of fire-exposed fibre-reinforced sustainable concrete. J Struct Fire Eng 10(4):482–503
44.
go back to reference Chen B, Liu J (2004) Residual strength of hybrid-fiber-reinforced high-strength concrete after exposure to high temperatures. Cem Concr Res 34(6):1065–1069 Chen B, Liu J (2004) Residual strength of hybrid-fiber-reinforced high-strength concrete after exposure to high temperatures. Cem Concr Res 34(6):1065–1069
45.
go back to reference Lau A, Anson M (2006) Effect of high temperatures on high performance steel fibre reinforced concrete. Cem Concr Res 36(9):1698–1707 Lau A, Anson M (2006) Effect of high temperatures on high performance steel fibre reinforced concrete. Cem Concr Res 36(9):1698–1707
46.
go back to reference Zheng W, Luo B, Wang Y (2013) Compressive and tensile properties of reactive powder concrete with steel fibres at elevated temperatures. Constr Build Mater 41:844–851 Zheng W, Luo B, Wang Y (2013) Compressive and tensile properties of reactive powder concrete with steel fibres at elevated temperatures. Constr Build Mater 41:844–851
47.
go back to reference Suhaendi SL, Horiguchi T (2006) Effect of short fibers on residual permeability and mechanical properties of hybrid fibre reinforced high strength concrete after heat exposition. Cem Concr Res 36(9):1672–1678 Suhaendi SL, Horiguchi T (2006) Effect of short fibers on residual permeability and mechanical properties of hybrid fibre reinforced high strength concrete after heat exposition. Cem Concr Res 36(9):1672–1678
48.
go back to reference Aydın S, Yazıcı H, Baradan B (2008) High temperature resistance of normal strength and autoclaved high strength mortars incorporated polypropylene and steel fibers. Constr Build Mater 22(4):504–512 Aydın S, Yazıcı H, Baradan B (2008) High temperature resistance of normal strength and autoclaved high strength mortars incorporated polypropylene and steel fibers. Constr Build Mater 22(4):504–512
49.
go back to reference Düğenci O, Haktanir T, Altun F (2015) Experimental research for the effect of high temperature on the mechanical properties of steel fiber-reinforced concrete. Constr Build Mater 75:82–88 Düğenci O, Haktanir T, Altun F (2015) Experimental research for the effect of high temperature on the mechanical properties of steel fiber-reinforced concrete. Constr Build Mater 75:82–88
50.
go back to reference Ponikiewski T et al (2018) Mechanical behaviour of steel fibre reinforced SCC after being exposed to fire. Adv Concr Constr 6(6):631–643 Ponikiewski T et al (2018) Mechanical behaviour of steel fibre reinforced SCC after being exposed to fire. Adv Concr Constr 6(6):631–643
51.
go back to reference Lie T, Kodur V (1996) Thermal and mechanical properties of steel-fibre-reinforced concrete at elevated temperatures. Can J Civ Eng 23(2):511–517 Lie T, Kodur V (1996) Thermal and mechanical properties of steel-fibre-reinforced concrete at elevated temperatures. Can J Civ Eng 23(2):511–517
52.
go back to reference Reis MLBC et al (2001) High-temperature compressive strength of steel fiber high-strength concrete. J Mater Civ Eng 13(3):230–234 Reis MLBC et al (2001) High-temperature compressive strength of steel fiber high-strength concrete. J Mater Civ Eng 13(3):230–234
53.
go back to reference Zhao R, Sanjayan JG (2011) Geopolymer and Portland cement concretes in simulated fire. Mag Concr Res 63(3):163–173 Zhao R, Sanjayan JG (2011) Geopolymer and Portland cement concretes in simulated fire. Mag Concr Res 63(3):163–173
54.
go back to reference Liu C-T, Huang J-S (2009) Fire performance of highly flowable reactive powder concrete. Constr Build Mater 23(5):2072–2079 Liu C-T, Huang J-S (2009) Fire performance of highly flowable reactive powder concrete. Constr Build Mater 23(5):2072–2079
55.
go back to reference Han C-G et al (2005) Performance of spalling resistance of high performance concrete with polypropylene fiber contents and lateral confinement. Cem Concr Res 35(9):1747–1753 Han C-G et al (2005) Performance of spalling resistance of high performance concrete with polypropylene fiber contents and lateral confinement. Cem Concr Res 35(9):1747–1753
56.
go back to reference Biolzi L, Cattaneo S, Rosati G (2008) Evaluating residual properties of thermally damaged concrete. Cem Concr Compos 30(10):907–916 Biolzi L, Cattaneo S, Rosati G (2008) Evaluating residual properties of thermally damaged concrete. Cem Concr Compos 30(10):907–916
57.
go back to reference Hassen S, Colina H (2012) Effect of a heating–cooling cycle on elastic strain and Young’s modulus of high performance and ordinary concrete. Mater Struct 45(12):1861–1875 Hassen S, Colina H (2012) Effect of a heating–cooling cycle on elastic strain and Young’s modulus of high performance and ordinary concrete. Mater Struct 45(12):1861–1875
58.
go back to reference Scrivener K, Snellings R, Lothenbach B (2018) A practical guide to microstructural analysis of cementitious materials. CRC Press, Boca Raton Scrivener K, Snellings R, Lothenbach B (2018) A practical guide to microstructural analysis of cementitious materials. CRC Press, Boca Raton
59.
go back to reference Jain S, Pradhan B (2019) Effect of cement type on hydration, microstructure and thermo-gravimetric behaviour of chloride admixed self-compacting concrete. Constr Build Mater 212:304–316 Jain S, Pradhan B (2019) Effect of cement type on hydration, microstructure and thermo-gravimetric behaviour of chloride admixed self-compacting concrete. Constr Build Mater 212:304–316
60.
go back to reference Karuppanasamy J, Pillai R (2017) Statistical distributions for the corrosion rates of conventional and prestressing steel reinforcement embedded in chloride contaminated mortar. Corrosion 73(9):1119–1131 Karuppanasamy J, Pillai R (2017) Statistical distributions for the corrosion rates of conventional and prestressing steel reinforcement embedded in chloride contaminated mortar. Corrosion 73(9):1119–1131
61.
go back to reference EN B (2009) 12390-2: 2009 Testing hardened concrete. Making and curing specimens for strength tests, 567 EN B (2009) 12390-2: 2009 Testing hardened concrete. Making and curing specimens for strength tests, 567
62.
go back to reference Bažant ZP, Kaplan MF (1996) Concrete at high temperatures. Material properties and mathematical models. Essex: Longman Group (412). ISBN 0-582-08626-4 Bažant ZP, Kaplan MF (1996) Concrete at high temperatures. Material properties and mathematical models. Essex: Longman Group (412). ISBN 0-582-08626-4
63.
go back to reference Bertero V, Polivka M (1972) Influence of thermal exposures on mechanical characteristics of concrete. Spec Publ 34:505–531 Bertero V, Polivka M (1972) Influence of thermal exposures on mechanical characteristics of concrete. Spec Publ 34:505–531
64.
go back to reference Crisping E (1972) Studies on the technology of concretes under thermal conditions. Spec Publ 34:443–480 Crisping E (1972) Studies on the technology of concretes under thermal conditions. Spec Publ 34:443–480
65.
go back to reference Davis HS (1967) Effects of high-temperature exposure on concrete. Mater Res Stand 7(10):452 Davis HS (1967) Effects of high-temperature exposure on concrete. Mater Res Stand 7(10):452
66.
go back to reference Janotka I, Nürnbergerová T (2005) Effect of temperature on structural quality of the cement paste and high-strength concrete with silica fume. Nucl Eng Des 235(17–19):2019–2032 Janotka I, Nürnbergerová T (2005) Effect of temperature on structural quality of the cement paste and high-strength concrete with silica fume. Nucl Eng Des 235(17–19):2019–2032
67.
go back to reference Khan M (2014) Flexural strength of concrete subjected to thermal cyclic loads. KSCE J Civ Eng 18(1):249–252 Khan M (2014) Flexural strength of concrete subjected to thermal cyclic loads. KSCE J Civ Eng 18(1):249–252
68.
go back to reference Alsop P, Chen H, Tseng H (2011) The cement plant operations handbook. The concise guide to cement manufacture, David Hargreaves. International Cement Review, Tradeship Publications Ltd Alsop P, Chen H, Tseng H (2011) The cement plant operations handbook. The concise guide to cement manufacture, David Hargreaves. International Cement Review, Tradeship Publications Ltd
69.
go back to reference ACI Committee (2001) Code requirements for environmental engineering concrete structures ACI 350-01, ACI 350R-01: American Concrete Institute ACI Committee (2001) Code requirements for environmental engineering concrete structures ACI 350-01, ACI 350R-01: American Concrete Institute
70.
go back to reference Hertz KD (2005) Concrete strength for fire safety design. Mag Concr Res 57(8):445–453 Hertz KD (2005) Concrete strength for fire safety design. Mag Concr Res 57(8):445–453
71.
go back to reference Mousavi S, Dehestani M, Mousavi K (2017) Bond strength and development length of steel bar in unconfined self-consolidating concrete. Eng Struct 131:587–598 Mousavi S, Dehestani M, Mousavi K (2017) Bond strength and development length of steel bar in unconfined self-consolidating concrete. Eng Struct 131:587–598
72.
go back to reference Mousavi S, Dehestani M, Mousavi S (2016) Bond strength and development length of glass fiber-reinforced polymer bar in unconfined self-consolidating concrete. J Reinf Plast Compos 35(11):924–941 Mousavi S, Dehestani M, Mousavi S (2016) Bond strength and development length of glass fiber-reinforced polymer bar in unconfined self-consolidating concrete. J Reinf Plast Compos 35(11):924–941
73.
go back to reference Trtnik G, Kavčič F, Turk G (2009) Prediction of concrete strength using ultrasonic pulse velocity and artificial neural networks. Ultrasonics 49(1):53–60 Trtnik G, Kavčič F, Turk G (2009) Prediction of concrete strength using ultrasonic pulse velocity and artificial neural networks. Ultrasonics 49(1):53–60
74.
go back to reference Naik TR, Malhotra VM, Popovics JS (2003) The ultrasonic pulse velocity method. In: Handbook on nondestructive testing of concrete. CRC Press, Boca Raton, pp 182–200 Naik TR, Malhotra VM, Popovics JS (2003) The ultrasonic pulse velocity method. In: Handbook on nondestructive testing of concrete. CRC Press, Boca Raton, pp 182–200
75.
go back to reference Guo J, Waldron P (2000) Development of the stiffness damage test (SDT) for characterisation of thermally loaded concrete. Mater Struct 33(8):483 Guo J, Waldron P (2000) Development of the stiffness damage test (SDT) for characterisation of thermally loaded concrete. Mater Struct 33(8):483
76.
go back to reference Cruz Hernández RA et al (2015) Physical and mechanical characterization of concrete exposed to elevated temperatures by using ultrasonic pulse velocity. Revista Facultad de Ingeniería Universidad de Antioquia 75:108–129 Cruz Hernández RA et al (2015) Physical and mechanical characterization of concrete exposed to elevated temperatures by using ultrasonic pulse velocity. Revista Facultad de Ingeniería Universidad de Antioquia 75:108–129
77.
go back to reference Omer SA, Demirboga R, Khushefati WH (2015) Relationship between compressive strength and UPV of GGBFS based geopolymer mortars exposed to elevated temperatures. Constr Build Mater 94:189–195 Omer SA, Demirboga R, Khushefati WH (2015) Relationship between compressive strength and UPV of GGBFS based geopolymer mortars exposed to elevated temperatures. Constr Build Mater 94:189–195
78.
go back to reference Yang H et al (2009) Evaluating residual compressive strength of concrete at elevated temperatures using ultrasonic pulse velocity. Fire Saf J 44(1):121–130 Yang H et al (2009) Evaluating residual compressive strength of concrete at elevated temperatures using ultrasonic pulse velocity. Fire Saf J 44(1):121–130
79.
go back to reference Chang Y-F et al (2006) Residual stress–strain relationship for concrete after exposure to high temperatures. Cem Concr Res 36(10):1999–2005 Chang Y-F et al (2006) Residual stress–strain relationship for concrete after exposure to high temperatures. Cem Concr Res 36(10):1999–2005
80.
go back to reference Sideris K, Manita P, Chaniotakis E (2009) Performance of thermally damaged fibre reinforced concretes. Constr Build Mater 23(3):1232–1239 Sideris K, Manita P, Chaniotakis E (2009) Performance of thermally damaged fibre reinforced concretes. Constr Build Mater 23(3):1232–1239
81.
go back to reference Ingham JP (2009) Application of petrographic examination techniques to the assessment of fire-damaged concrete and masonry structures. Mater Charact 60(7):700–709 Ingham JP (2009) Application of petrographic examination techniques to the assessment of fire-damaged concrete and masonry structures. Mater Charact 60(7):700–709
82.
go back to reference Hannant DJ (1987) Fibre cements and fibre concretes. Wiley, Chichester Hannant DJ (1987) Fibre cements and fibre concretes. Wiley, Chichester
83.
go back to reference Lea F (1960) Cement research: retrospect and prospect. In: Proceedings 4th international symposium on the chemistry of cement, Washington, DC Lea F (1960) Cement research: retrospect and prospect. In: Proceedings 4th international symposium on the chemistry of cement, Washington, DC
84.
go back to reference Jahangirnejad S, Buch N, Kravchenko A (2009) Evaluation of coefficient of thermal expansion test protocol and its impact on jointed concrete pavement performance. ACI Mater J 106(1):64 Jahangirnejad S, Buch N, Kravchenko A (2009) Evaluation of coefficient of thermal expansion test protocol and its impact on jointed concrete pavement performance. ACI Mater J 106(1):64
85.
go back to reference Naik TR, Kraus RN, Kumar R (2010) Influence of types of coarse aggregates on the coefficient of thermal expansion of concrete. J Mater Civ Eng 23(4):467–472 Naik TR, Kraus RN, Kumar R (2010) Influence of types of coarse aggregates on the coefficient of thermal expansion of concrete. J Mater Civ Eng 23(4):467–472
86.
go back to reference Abdulkareem O et al (2013) Mechanical and microstructural evaluations of lightweight aggregate geopolymer concrete before and after exposed to elevated temperatures. Materials 6(10):4450–4461 Abdulkareem O et al (2013) Mechanical and microstructural evaluations of lightweight aggregate geopolymer concrete before and after exposed to elevated temperatures. Materials 6(10):4450–4461
87.
go back to reference Mindeguia J-C et al (2012) On the influence of aggregate nature on concrete behaviour at high temperature. Eur J Environ Civ Eng 16(2):236–253 Mindeguia J-C et al (2012) On the influence of aggregate nature on concrete behaviour at high temperature. Eur J Environ Civ Eng 16(2):236–253
88.
go back to reference Ndon UJ, Bergeson K (1995) Thermal expansion of concretes: case study in Iowa. J Mater Civ Eng 7(4):246–251 Ndon UJ, Bergeson K (1995) Thermal expansion of concretes: case study in Iowa. J Mater Civ Eng 7(4):246–251
89.
go back to reference Mallela J et al (2005) Measurement and significance of the coefficient of thermal expansion of concrete in rigid pavement design. Transp Res Rec 1919(1):38–46 Mallela J et al (2005) Measurement and significance of the coefficient of thermal expansion of concrete in rigid pavement design. Transp Res Rec 1919(1):38–46
90.
go back to reference Won M (2005) Improvements of testing procedures for concrete coefficient of thermal expansion. Transp Res Rec 1919(1):23–28 Won M (2005) Improvements of testing procedures for concrete coefficient of thermal expansion. Transp Res Rec 1919(1):23–28
91.
go back to reference Naik TR (2006) Investigation of concrete properties to support implementation of the New AASHTO Pavement Design Guide. Wisconsin Highway Research Program Naik TR (2006) Investigation of concrete properties to support implementation of the New AASHTO Pavement Design Guide. Wisconsin Highway Research Program
92.
go back to reference Kodur V, Sultan M (2003) Effect of temperature on thermal properties of high-strength concrete. J Mater Civ Eng 15(2):101–107 Kodur V, Sultan M (2003) Effect of temperature on thermal properties of high-strength concrete. J Mater Civ Eng 15(2):101–107
93.
go back to reference Schneider U (1985) Properties of materials at high temperatures concrete. RILEM Committee 44 PHT University of Kassel, Kassel Schneider U (1985) Properties of materials at high temperatures concrete. RILEM Committee 44 PHT University of Kassel, Kassel
94.
go back to reference Kong DL, Sanjayan JG (2008) Damage behavior of geopolymer composites exposed to elevated temperatures. Cement Concr Compos 30(10):986–991 Kong DL, Sanjayan JG (2008) Damage behavior of geopolymer composites exposed to elevated temperatures. Cement Concr Compos 30(10):986–991
95.
go back to reference Uygunoğlu T, Topçu İB (2009) Thermal expansion of self-consolidating normal and lightweight aggregate concrete at elevated temperature. Constr Build Mater 23(9):3063–3069 Uygunoğlu T, Topçu İB (2009) Thermal expansion of self-consolidating normal and lightweight aggregate concrete at elevated temperature. Constr Build Mater 23(9):3063–3069
96.
go back to reference Yoon M et al (2015) Effect of coarse aggregate type and loading level on the high temperature properties of concrete. Constr Build Mater 78:26–33 Yoon M et al (2015) Effect of coarse aggregate type and loading level on the high temperature properties of concrete. Constr Build Mater 78:26–33
97.
go back to reference Gong W, Ueda T (2018) Properties of self-compacting concrete containing copper slag aggregate after heating up to 400 °C. Struct Concr 19(6):1873–1880 Gong W, Ueda T (2018) Properties of self-compacting concrete containing copper slag aggregate after heating up to 400 °C. Struct Concr 19(6):1873–1880
Metadata
Title
Experimental study on residual properties of thermally damaged steel fiber-reinforced concrete containing copper slag as fine aggregate
Authors
Binaya Patnaik
Chandrasekhar Bhojaraju
Seyed Sina Mousavi
Publication date
21-01-2020
Publisher
Springer Japan
Published in
Journal of Material Cycles and Waste Management / Issue 3/2020
Print ISSN: 1438-4957
Electronic ISSN: 1611-8227
DOI
https://doi.org/10.1007/s10163-020-00972-0

Other articles of this Issue 3/2020

Journal of Material Cycles and Waste Management 3/2020 Go to the issue