Assessment of existing structures in fib modelcode 2020: Solutions and examples

Author:

Walraven Joost1ORCID,Dieteren Gerrie2

Affiliation:

1. Delft University of Technology Delft The Netherlands

2. TNO Delft The Netherlands

Abstract

AbstractFor the assessment of concrete structures in the new fib Model Code 2020 (fib MC 2020), three categories are distinguished: (1) the residual capacity of existing structures without damage, (2) the residual capacity of structures suffering deterioration, and (3) the residual capacity of structures with noncompliant details. In the accompanying paper by Walraven and Dieteren in this volume, the backgrounds for this subdivision have been explained, and indications for the assessment of existing concrete structures in those categories have been given. In the actual paper, examples are given how to perform an assessment of concrete structures for the categories mentioned above. These examples have contributed to the formulations of the recommendations proposed for fib MC 2020.

Publisher

Wiley

Subject

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

Reference13 articles.

1. WalravenJC DieterenG.“Approach to assessment of existing structures in the fib Model Code 2020 ” Paper in this series.

2. MaláricsV MüllerHS.“Evaluation of the splitting tension test for concrete from a fracture mechanical point of view ” Proceedings of the 7th International Conference on fracture mechanics of concrete and concrete structures pp. 709–716.2010.

3. WalravenJC SarkhoshR.“Shear resistance of concrete members without shear reinforcement under sustained loading ” ACI‐special publication 328 Contribution 14 2018.2018.

4. Strut-and-tie models for deteriorated reinforced concrete half-joints

5. AmirS.“Compressive membrane action in precast concrete deck slabs ” PhD Thesis Delft University of Technology June 2014.2014.

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