TY - JOUR
T1 - Service life and durability design of RC structures
T2 - general considerations and selected Southern African perspectives and experiences
AU - Alexander, Mark
AU - Beushausen, Hans
AU - Otieno, Mike
N1 - Publisher Copyright:
© 2021 Informa UK Limited, trading as Taylor & Francis Group.
PY - 2023
Y1 - 2023
N2 - There is a growing trend to include service life (SL) and durability considerations in the design of reinforced concrete structures. This is partially a consequence of increasing deterioration of ageing concrete infrastructure worldwide and associated financial burdens and structural failures. Against this trend, this contribution critically explores the principles of SL and durability design and highlights the differences between SL modelling, SL prediction, SL design, and performance-based design, focussing on aspects related to reinforcement corrosion in concrete. Based on extensive research and practical experience, the Southern African perspective on concrete durability is then explored in more detail, in particular the South African performance-based design methods, associated SL modelling, and deterioration prevention methods. Based on chloride ingress measurements in-situ, a critique of design exposure classes for marine environments is presented, highlighting the need not only to consider chloride ingress, but also the various factors promoting reinforcement corrosion.
AB - There is a growing trend to include service life (SL) and durability considerations in the design of reinforced concrete structures. This is partially a consequence of increasing deterioration of ageing concrete infrastructure worldwide and associated financial burdens and structural failures. Against this trend, this contribution critically explores the principles of SL and durability design and highlights the differences between SL modelling, SL prediction, SL design, and performance-based design, focussing on aspects related to reinforcement corrosion in concrete. Based on extensive research and practical experience, the Southern African perspective on concrete durability is then explored in more detail, in particular the South African performance-based design methods, associated SL modelling, and deterioration prevention methods. Based on chloride ingress measurements in-situ, a critique of design exposure classes for marine environments is presented, highlighting the need not only to consider chloride ingress, but also the various factors promoting reinforcement corrosion.
KW - durability design
KW - durability indexes
KW - performance-based approach
KW - reinforced concrete structures
KW - Service life design
KW - service life modelling
UR - http://www.scopus.com/inward/record.url?scp=85106331454&partnerID=8YFLogxK
U2 - 10.1080/23789689.2021.1916854
DO - 10.1080/23789689.2021.1916854
M3 - Review article
AN - SCOPUS:85106331454
SN - 2378-9689
VL - 8
SP - 145
EP - 157
JO - Sustainable and Resilient Infrastructure
JF - Sustainable and Resilient Infrastructure
IS - 2
ER -