Corrosion of Reinforcing Bar in RCC Structures—A Review

Yamuna Bhagwat; Gopinatha Nayak; Aishwarya Lakshmi; Poornachandra Pandit

doi:10.1007/978-981-16-2826-9_51

Corrosion of Reinforcing Bar in RCC Structures—A Review

Yamuna Bhagwat^*
, Gopinatha Nayak
, Aishwarya Lakshmi
, Poornachandra Pandit

^*Corresponding author for this work

School of Civil & Chemical Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

7 Citations (Scopus)

Abstract

Corrosion of the reinforcements in the concrete has been considered as the severe factor which reduces the concrete structure’s durability. The structures present in marine environments are prone to the corrosion attacks. The damage of concrete is evidenced through expansion, cracking, and gradual concrete cover spalling. The non-uniformity of corrosion throughout the rebar and reduced cross section causes sudden failure of reinforced members without prior indication. With intense earnestness, the corrosion effect on normal steel and high-strength steel which is used in prestressed concrete is discussed here to understand the state of the art. The study included reasons for corrosion of bar and effect on bond strength, structural performance of normal and prestressed concrete. The paper concludes with pores distribution on the concrete, concrete–steel and an aggregate–paste interface contribute more for rebar corrosion and lowers the bond strength, structural performance of RCC structures.

Original language	English
Title of host publication	Sustainability Trends and Challenges in Civil Engineering - Select Proceedings of CTCS 2020
Editors	Lakshman Nandagiri, M.C. Narasimhan, Shriram Marathe, S.V. Dinesh
Publisher	Springer Science and Business Media Deutschland GmbH
Pages	813-826
Number of pages	14
ISBN (Print)	9789811628252
DOIs	https://doi.org/10.1007/978-981-16-2826-9_51
Publication status	Published - 2022
Event	International Conference on Civil Engineering Trends and Challenges for Sustainability, CTCS 2020 - Karkala, India Duration: 22-12-2020 → 23-12-2020

Publication series

Name	Lecture Notes in Civil Engineering
Volume	162
ISSN (Print)	2366-2557
ISSN (Electronic)	2366-2565

Conference

Conference	International Conference on Civil Engineering Trends and Challenges for Sustainability, CTCS 2020
Country/Territory	India
City	Karkala
Period	22-12-20 → 23-12-20

UN SDGs

This output contributes to the following UN Sustainable Development Goals (SDGs)

SDG 14 Life Below Water

All Science Journal Classification (ASJC) codes

Civil and Structural Engineering

Access to Document

10.1007/978-981-16-2826-9_51

Cite this

Bhagwat, Y., Nayak, G., Lakshmi, A., & Pandit, P. (2022). Corrosion of Reinforcing Bar in RCC Structures—A Review. In L. Nandagiri, M. C. Narasimhan, S. Marathe, & S. V. Dinesh (Eds.), Sustainability Trends and Challenges in Civil Engineering - Select Proceedings of CTCS 2020 (pp. 813-826). (Lecture Notes in Civil Engineering; Vol. 162). Springer Science and Business Media Deutschland GmbH. https://doi.org/10.1007/978-981-16-2826-9_51

Bhagwat, Yamuna ; Nayak, Gopinatha ; Lakshmi, Aishwarya et al. / Corrosion of Reinforcing Bar in RCC Structures—A Review. Sustainability Trends and Challenges in Civil Engineering - Select Proceedings of CTCS 2020. editor / Lakshman Nandagiri ; M.C. Narasimhan ; Shriram Marathe ; S.V. Dinesh. Springer Science and Business Media Deutschland GmbH, 2022. pp. 813-826 (Lecture Notes in Civil Engineering).

@inproceedings{f52d2e61b36142dab5f9ee4323edd7d2,

title = "Corrosion of Reinforcing Bar in RCC Structures—A Review",

abstract = "Corrosion of the reinforcements in the concrete has been considered as the severe factor which reduces the concrete structure{\textquoteright}s durability. The structures present in marine environments are prone to the corrosion attacks. The damage of concrete is evidenced through expansion, cracking, and gradual concrete cover spalling. The non-uniformity of corrosion throughout the rebar and reduced cross section causes sudden failure of reinforced members without prior indication. With intense earnestness, the corrosion effect on normal steel and high-strength steel which is used in prestressed concrete is discussed here to understand the state of the art. The study included reasons for corrosion of bar and effect on bond strength, structural performance of normal and prestressed concrete. The paper concludes with pores distribution on the concrete, concrete–steel and an aggregate–paste interface contribute more for rebar corrosion and lowers the bond strength, structural performance of RCC structures.",

author = "Yamuna Bhagwat and Gopinatha Nayak and Aishwarya Lakshmi and Poornachandra Pandit",

note = "Publisher Copyright: {\textcopyright} 2022, The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.; International Conference on Civil Engineering Trends and Challenges for Sustainability, CTCS 2020 ; Conference date: 22-12-2020 Through 23-12-2020",

year = "2022",

doi = "10.1007/978-981-16-2826-9\_51",

language = "English",

isbn = "9789811628252",

series = "Lecture Notes in Civil Engineering",

publisher = "Springer Science and Business Media Deutschland GmbH",

pages = "813--826",

editor = "Lakshman Nandagiri and M.C. Narasimhan and Shriram Marathe and S.V. Dinesh",

booktitle = "Sustainability Trends and Challenges in Civil Engineering - Select Proceedings of CTCS 2020",

address = "Germany",

}

Bhagwat, Y, Nayak, G, Lakshmi, A & Pandit, P 2022, Corrosion of Reinforcing Bar in RCC Structures—A Review. in L Nandagiri, MC Narasimhan, S Marathe & SV Dinesh (eds), Sustainability Trends and Challenges in Civil Engineering - Select Proceedings of CTCS 2020. Lecture Notes in Civil Engineering, vol. 162, Springer Science and Business Media Deutschland GmbH, pp. 813-826, International Conference on Civil Engineering Trends and Challenges for Sustainability, CTCS 2020, Karkala, India, 22-12-20. https://doi.org/10.1007/978-981-16-2826-9_51

Corrosion of Reinforcing Bar in RCC Structures—A Review. / Bhagwat, Yamuna; Nayak, Gopinatha; Lakshmi, Aishwarya et al.
Sustainability Trends and Challenges in Civil Engineering - Select Proceedings of CTCS 2020. ed. / Lakshman Nandagiri; M.C. Narasimhan; Shriram Marathe; S.V. Dinesh. Springer Science and Business Media Deutschland GmbH, 2022. p. 813-826 (Lecture Notes in Civil Engineering; Vol. 162).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

TY - GEN

T1 - Corrosion of Reinforcing Bar in RCC Structures—A Review

AU - Bhagwat, Yamuna

AU - Nayak, Gopinatha

AU - Lakshmi, Aishwarya

AU - Pandit, Poornachandra

PY - 2022

Y1 - 2022

N2 - Corrosion of the reinforcements in the concrete has been considered as the severe factor which reduces the concrete structure’s durability. The structures present in marine environments are prone to the corrosion attacks. The damage of concrete is evidenced through expansion, cracking, and gradual concrete cover spalling. The non-uniformity of corrosion throughout the rebar and reduced cross section causes sudden failure of reinforced members without prior indication. With intense earnestness, the corrosion effect on normal steel and high-strength steel which is used in prestressed concrete is discussed here to understand the state of the art. The study included reasons for corrosion of bar and effect on bond strength, structural performance of normal and prestressed concrete. The paper concludes with pores distribution on the concrete, concrete–steel and an aggregate–paste interface contribute more for rebar corrosion and lowers the bond strength, structural performance of RCC structures.

AB - Corrosion of the reinforcements in the concrete has been considered as the severe factor which reduces the concrete structure’s durability. The structures present in marine environments are prone to the corrosion attacks. The damage of concrete is evidenced through expansion, cracking, and gradual concrete cover spalling. The non-uniformity of corrosion throughout the rebar and reduced cross section causes sudden failure of reinforced members without prior indication. With intense earnestness, the corrosion effect on normal steel and high-strength steel which is used in prestressed concrete is discussed here to understand the state of the art. The study included reasons for corrosion of bar and effect on bond strength, structural performance of normal and prestressed concrete. The paper concludes with pores distribution on the concrete, concrete–steel and an aggregate–paste interface contribute more for rebar corrosion and lowers the bond strength, structural performance of RCC structures.

UR - https://www.scopus.com/pages/publications/85115246223

UR - https://www.scopus.com/pages/publications/85115246223#tab=citedBy

U2 - 10.1007/978-981-16-2826-9_51

DO - 10.1007/978-981-16-2826-9_51

M3 - Conference contribution

AN - SCOPUS:85115246223

SN - 9789811628252

T3 - Lecture Notes in Civil Engineering

SP - 813

EP - 826

BT - Sustainability Trends and Challenges in Civil Engineering - Select Proceedings of CTCS 2020

A2 - Nandagiri, Lakshman

A2 - Narasimhan, M.C.

A2 - Marathe, Shriram

A2 - Dinesh, S.V.

PB - Springer Science and Business Media Deutschland GmbH

T2 - International Conference on Civil Engineering Trends and Challenges for Sustainability, CTCS 2020

Y2 - 22 December 2020 through 23 December 2020

ER -

Bhagwat Y, Nayak G, Lakshmi A, Pandit P. Corrosion of Reinforcing Bar in RCC Structures—A Review. In Nandagiri L, Narasimhan MC, Marathe S, Dinesh SV, editors, Sustainability Trends and Challenges in Civil Engineering - Select Proceedings of CTCS 2020. Springer Science and Business Media Deutschland GmbH. 2022. p. 813-826. (Lecture Notes in Civil Engineering). doi: 10.1007/978-981-16-2826-9_51

Corrosion of Reinforcing Bar in RCC Structures—A Review

Abstract

Publication series

Conference

UN SDGs

All Science Journal Classification (ASJC) codes

Access to Document

Other files and links

Fingerprint

Cite this