Skip to main content
Top

2018 | OriginalPaper | Chapter

15. Degradation Laws of Mechanical Properties of Corroded Steel Bar of Existing Structures on Coastal Areas

Authors : Charis Apostolopoulos, Argyro Drakakaki, Maria Basdeki, Alkiviadis Apostolopoulos

Published in: 10th International Symposium on the Conservation of Monuments in the Mediterranean Basin

Publisher: Springer International Publishing

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

search-config
loading …

Abstract

As it is widely known, the effect of seismic actions on the existing structures, which are located on coastal areas, maintains a pending issue, given the harsh degradation of reinforced concrete, due to corrosion factor. Although corrosion phenomenon of steel reinforcement is time dependent; nevertheless, this type of issues is not mentioned in the existing technical standards. Consequently, the demanded terms and conditions to predict the remaining mechanical performance, with the use of degradation laws concerning the remaining strength and ductility of the steel rebars, are not available yet to the engineers who are responsible for the rehabilitation (before and after seismic phenomena).
For this reason, in the present study, an effort was made to document the prediction laws of the mechanical properties on strength (remaining yield strength) and ductility (the remaining strain recorded at the ultimate strength).
The prediction results of the mechanical properties (strength and ductility) of the steel reinforcement concern structures located in areas directly exposed to the sea (1000 m, XS1 exposure class according to EN 206 regulation), that are affected by marine atmosphere attack conditions (pitting corrosion).

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!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literature
1.
go back to reference Almusallam AA (2001) Effect of degree of corrosion on the properties of reinforcing steel bars. Constr Build Mater 15(8):361–368CrossRef Almusallam AA (2001) Effect of degree of corrosion on the properties of reinforcing steel bars. Constr Build Mater 15(8):361–368CrossRef
2.
go back to reference Crevello G, Matteini I, Noyce P (2016) The use of corrosion rates to predict material performance. Structure Magazine, pp 17–20 Crevello G, Matteini I, Noyce P (2016) The use of corrosion rates to predict material performance. Structure Magazine, pp 17–20
3.
go back to reference Eurocode 2 (2004) Design of concrete structures. BS EN 1992-1-1:2004 Eurocode 2 (2004) Design of concrete structures. BS EN 1992-1-1:2004
4.
go back to reference ΚΑΝ.ΕPΕ, Code of structural interventions of reinforced concrete buildings, English version after harmonization with Eurocode 8 Part 3, Earthquake Planning and Protection Organization (E.E.P.O), Athens, Greece, 2013 ΚΑΝ.ΕPΕ, Code of structural interventions of reinforced concrete buildings, English version after harmonization with Eurocode 8 Part 3, Earthquake Planning and Protection Organization (E.E.P.O), Athens, Greece, 2013
5.
go back to reference CEB Durable concrete structures, CED Design Guide Bulletin d’ Information No. 182, Lausanne, 1989 CEB Durable concrete structures, CED Design Guide Bulletin d’ Information No. 182, Lausanne, 1989
6.
go back to reference Neville AM (1995) Properties of concrete. Longman, Essex Neville AM (1995) Properties of concrete. Longman, Essex
7.
go back to reference Tuutti K (1982) Corrosion of steel in concrete, Swedish cement and concrete research institute. Stochholm 82(4):486 Tuutti K (1982) Corrosion of steel in concrete, Swedish cement and concrete research institute. Stochholm 82(4):486
8.
go back to reference Moreno E, Cobo A, González MN (2016) Effect of corrosion degree on different steel ductility parameters based on “equivalent steel” criterion. Int J Struct Integr 7(2):260–276CrossRef Moreno E, Cobo A, González MN (2016) Effect of corrosion degree on different steel ductility parameters based on “equivalent steel” criterion. Int J Struct Integr 7(2):260–276CrossRef
9.
go back to reference Francois R, Khan I, Dang VH (2013) Impact of corrosion on mechanical properties of steel embedded in 27 year old corroded reinforced concrete beams. Mater Struct 46(6):899–910CrossRef Francois R, Khan I, Dang VH (2013) Impact of corrosion on mechanical properties of steel embedded in 27 year old corroded reinforced concrete beams. Mater Struct 46(6):899–910CrossRef
10.
go back to reference Imperatore S, Rinaldi Z (2008) Mechanical behaviour of corroded rebars and influence on the structural response of R/C elements. In Proceedings of the 2nd international conference on concrete repair, rehabilitation and retrofitting, Cape Town, South Africa, pp 489–495 Imperatore S, Rinaldi Z (2008) Mechanical behaviour of corroded rebars and influence on the structural response of R/C elements. In Proceedings of the 2nd international conference on concrete repair, rehabilitation and retrofitting, Cape Town, South Africa, pp 489–495
11.
go back to reference Imperatore S, Leonardi A, Rinaldi Z (2016) Strength decay of RC sections for chloride attack. Int J Struct Integr 7(2):194–212CrossRef Imperatore S, Leonardi A, Rinaldi Z (2016) Strength decay of RC sections for chloride attack. Int J Struct Integr 7(2):194–212CrossRef
12.
go back to reference Maslehuddin M, Allam IM, Al-Sulaimani GJ, Al-Mana AI, Abduijauwad SN (1990) Effect of rusting of reinforcing steel on its mechanical properties and bond with concrete. ACI Mater J 87(5):496–502 Maslehuddin M, Allam IM, Al-Sulaimani GJ, Al-Mana AI, Abduijauwad SN (1990) Effect of rusting of reinforcing steel on its mechanical properties and bond with concrete. ACI Mater J 87(5):496–502
13.
go back to reference Apostolopoulos CA, Papadopoulos MP, Pantelakis SG (2006) Tensile behavior of corroded reinforcing steel bars BSt 500s. Constr Build Mater 20(9):782–789CrossRef Apostolopoulos CA, Papadopoulos MP, Pantelakis SG (2006) Tensile behavior of corroded reinforcing steel bars BSt 500s. Constr Build Mater 20(9):782–789CrossRef
14.
go back to reference Apostolopoulos CA, Papadopoulos MP (2007) Tensile and low cycle fatigue behavior of corroded reinforcing steel bars S400. Constr Build Mater 21(4):855–864CrossRef Apostolopoulos CA, Papadopoulos MP (2007) Tensile and low cycle fatigue behavior of corroded reinforcing steel bars S400. Constr Build Mater 21(4):855–864CrossRef
15.
go back to reference Papadopoulos MP, Apostolopoulos CA, Alexopoulos ND, Pantelakis SG (2007) Effect of salt spray corrosion exposure on the mechanical performance of different technical class reinforcing steel bars. Mater Des 28(8):2318–2328CrossRef Papadopoulos MP, Apostolopoulos CA, Alexopoulos ND, Pantelakis SG (2007) Effect of salt spray corrosion exposure on the mechanical performance of different technical class reinforcing steel bars. Mater Des 28(8):2318–2328CrossRef
16.
go back to reference Alexopoulos ND, Apostolopoulos CA, Papadopoulos MP, Pantelakis SG (2007) Mechanical performance of BStIV grade steel bars with regard to the long-term material degradation due to corrosion damage. Constr Build Mater 21(6):1362–1369CrossRef Alexopoulos ND, Apostolopoulos CA, Papadopoulos MP, Pantelakis SG (2007) Mechanical performance of BStIV grade steel bars with regard to the long-term material degradation due to corrosion damage. Constr Build Mater 21(6):1362–1369CrossRef
17.
go back to reference Apostolopoulos CΑ, Michalopoulos D (2007) The impact of corrosion on the mechanical behavior of steel undergoing plastic deformation. Mater Corros 58(1):5–12CrossRef Apostolopoulos CΑ, Michalopoulos D (2007) The impact of corrosion on the mechanical behavior of steel undergoing plastic deformation. Mater Corros 58(1):5–12CrossRef
18.
go back to reference Apostolopoulos CA, Papadakis VG (2007) Mechanical behavior of reinforcement stirrups BSt 500s at corrosive environment. J Mater Eng Perform 16(2):236–241CrossRef Apostolopoulos CA, Papadakis VG (2007) Mechanical behavior of reinforcement stirrups BSt 500s at corrosive environment. J Mater Eng Perform 16(2):236–241CrossRef
19.
go back to reference Apostolopoulos CA, Papadakis VG (2008) Consequences of steel corrosion on the ductility properties of reinforcement bar. Constr Build Mater 22(12):2316–2324CrossRef Apostolopoulos CA, Papadakis VG (2008) Consequences of steel corrosion on the ductility properties of reinforcement bar. Constr Build Mater 22(12):2316–2324CrossRef
20.
go back to reference Apostolopoulos CA (2009) The influence of corrosion and cross-section diameter on the mechanical properties of B500c steel. J Mater Eng Perform 18(2):190–195CrossRef Apostolopoulos CA (2009) The influence of corrosion and cross-section diameter on the mechanical properties of B500c steel. J Mater Eng Perform 18(2):190–195CrossRef
21.
go back to reference Papadopoulos MP, Apostolopoulos CA, Zervaki AD, Haidemenopoulos GN (2011) Corrosion of exposed rebars, associated mechanical degradation and correlation with accelerated corrosion tests. Constr Build Mater 25(8):3367–3374CrossRef Papadopoulos MP, Apostolopoulos CA, Zervaki AD, Haidemenopoulos GN (2011) Corrosion of exposed rebars, associated mechanical degradation and correlation with accelerated corrosion tests. Constr Build Mater 25(8):3367–3374CrossRef
22.
go back to reference Apostolopoulos CA, Demis S, Papadakis VG (2013) Chloride-induced corrosion of steel reinforcement–mechanical performance and pit depth analysis. Constr Build Mater 38:139–146CrossRef Apostolopoulos CA, Demis S, Papadakis VG (2013) Chloride-induced corrosion of steel reinforcement–mechanical performance and pit depth analysis. Constr Build Mater 38:139–146CrossRef
23.
go back to reference Apostolopoulos A, Matikas T, Apostolopoulos C, Diamantogiannis G (2013) Pit corrosion examination of bare and embedded steel bar. In: 10th international scientific and technical conference, Advanced Metal Materials and Technologies (AMMT’2013), Saint Petresburg, June 25–29, pp 489–495 Apostolopoulos A, Matikas T, Apostolopoulos C, Diamantogiannis G (2013) Pit corrosion examination of bare and embedded steel bar. In: 10th international scientific and technical conference, Advanced Metal Materials and Technologies (AMMT’2013), Saint Petresburg, June 25–29, pp 489–495
24.
go back to reference Moreno E, Cobo A, Palomo G, González MN (2014) Mathematical models to predict the mechanical behavior of reinforcements depending on their degree of corrosion and the diameter of the rebars. Constr Build Mater 61:156–163CrossRef Moreno E, Cobo A, Palomo G, González MN (2014) Mathematical models to predict the mechanical behavior of reinforcements depending on their degree of corrosion and the diameter of the rebars. Constr Build Mater 61:156–163CrossRef
25.
go back to reference Ou YC, Susanto YTT, Roh H (2016) Tensile behavior of naturally and artificially corroded steel bars. Constr Build Mater 103:93–104CrossRef Ou YC, Susanto YTT, Roh H (2016) Tensile behavior of naturally and artificially corroded steel bars. Constr Build Mater 103:93–104CrossRef
26.
27.
go back to reference Eurocode 8 (2005) Design of Structures for earthquake resistance, Part3 Eurocode 8 (2005) Design of Structures for earthquake resistance, Part3
28.
go back to reference EN 206-1: Concrete, Part 1: Specification, performance production and conformity EN 206-1: Concrete, Part 1: Specification, performance production and conformity
29.
go back to reference Apostolopoulos CA, Kappatos V (2013) Tensile properties of corroded embedded steel bats B500c in concrete. Int J Struct Integr 4(2):275–294CrossRef Apostolopoulos CA, Kappatos V (2013) Tensile properties of corroded embedded steel bats B500c in concrete. Int J Struct Integr 4(2):275–294CrossRef
30.
go back to reference Taha NA, Morsy M (2016) Study of the behavior of corroded steel bar and convenient method of repairing. Hous Build Nat Res Cent J 12(2):107–113 Taha NA, Morsy M (2016) Study of the behavior of corroded steel bar and convenient method of repairing. Hous Build Nat Res Cent J 12(2):107–113
31.
go back to reference Imperatore I, Leonardi A, Rinaldi Z (2002) Mechanical behaviour of corroded rebars in reinforced concrete elements. Mech Models Methods LNACM 61:207–220 Imperatore I, Leonardi A, Rinaldi Z (2002) Mechanical behaviour of corroded rebars in reinforced concrete elements. Mech Models Methods LNACM 61:207–220
32.
go back to reference Fernandez I (2015) Corrosion effects on the mechanical properties of reinforcing steel bars. Fatigue and σ-ε behavior. Constr Build Mater 101(1):772–783CrossRef Fernandez I (2015) Corrosion effects on the mechanical properties of reinforcing steel bars. Fatigue and σ-ε behavior. Constr Build Mater 101(1):772–783CrossRef
33.
go back to reference Apostolopoulos CA, Drakakaki A, Apostolopoulos A, Matikas T, Rudskoi AI, Kondzhaspirov G (2017) Characteristic defects- corrosion damage and mechanical behavior of dual phase rebar. Mater Phys Mech 30:1–19 Apostolopoulos CA, Drakakaki A, Apostolopoulos A, Matikas T, Rudskoi AI, Kondzhaspirov G (2017) Characteristic defects- corrosion damage and mechanical behavior of dual phase rebar. Mater Phys Mech 30:1–19
34.
go back to reference Imperatore S, Rinaldi Z, Drago C (2017) Degradation relationships for the mechanical properties of corroded steel rebars. Constr Build Mater 148:219–230CrossRef Imperatore S, Rinaldi Z, Drago C (2017) Degradation relationships for the mechanical properties of corroded steel rebars. Constr Build Mater 148:219–230CrossRef
35.
go back to reference Capozucca R (1995) Damage to reinforced concrete due to the reinforcement corrosion. Constr Build Mater 9(5):295–303CrossRef Capozucca R (1995) Damage to reinforced concrete due to the reinforcement corrosion. Constr Build Mater 9(5):295–303CrossRef
36.
go back to reference Gang X, Tiancheng A, Qin W, Jun W (2010) Simulation analysis on mechanical properties for corroded deformed steel bar. In: Proceeding ICDMA’10, proceedings of international conference on digital manufacturing & automation, Changsha, China, 18–20 December vol 2, pp 350–353 Gang X, Tiancheng A, Qin W, Jun W (2010) Simulation analysis on mechanical properties for corroded deformed steel bar. In: Proceeding ICDMA’10, proceedings of international conference on digital manufacturing & automation, Changsha, China, 18–20 December vol 2, pp 350–353
Metadata
Title
Degradation Laws of Mechanical Properties of Corroded Steel Bar of Existing Structures on Coastal Areas
Authors
Charis Apostolopoulos
Argyro Drakakaki
Maria Basdeki
Alkiviadis Apostolopoulos
Copyright Year
2018
DOI
https://doi.org/10.1007/978-3-319-78093-1_15

Premium Partners