Thèse de doctorat de Filip Niketic
Development of a consistent approach for design and assessment of structural concrete members using stress fields and strut-and-tie models
Thèse de doctorat EPFL n°7911, August 2017
par Filip Niketic Publications EPSF Database
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Table of contents
1. Introduction 2. Strut-and-tie models and stress fields as tools for design and assessment of structural concrete members 3. Advanced modelling of structural concrete members with EPSF 4. Effectiveness factor for concrete compressive strength accounting for the presence of cracks and interaction with the reinforcement 5. Conclusions and future research Appendix 1: Summary of the online database Appendix 2: Reinforced concrete panels subjected to shear
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