A simplified stress–strain relationship for the mechanical behavior of corroded prestressing strands: The SCPS ‐model

Author:

Franceschini Lorenzo1ORCID,Belletti Beatrice2ORCID,Tondolo Francesco3ORCID,Sanchez Montero Javier4ORCID

Affiliation:

1. Department of Engineering and Architecture University of Parma Parma Italy

2. Structural Engineering at Department of Engineering and Architecture University of Parma Parma Italy

3. Department of Structural Engineering, Geotechnical and Building Engineering (DISEG) Politecnico di Torino Torino Italy

4. CSIC – at Instituto de Ciencias de la Construction Eduardo Torroja (IETCC) Madrid Spain

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference34 articles.

1. United Nations Office for Disaster Risk Reduction (UNDRR).GAR: global assessment report on disaster risk reduction Geneva Switzerland;2019. ISBN: 978‐92‐1‐004180‐5.

2. United Nations Office for Disaster Risk Reduction (UNDRR).Making critical infrastructure resilient: ensuring continuity of service policy and regulations in Europe and central Asia. Regional Office for Europe & Asia Belgium;2020.

3. European Committee for Standardization.Concrete – Part 1: Specification performance production and confirmity (European standard EN206‐1). Brussels Belgium: CEN;2000.

4. Challenges and opportunities in corrosion of steel in concrete

5. Cyclic behaviour of uncorroded and corroded steel reinforcing bars

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