Thèse de doctorat de Francesco Cavagnis
Shear in reinforced concrete without transverse reinforcement: from refined experimental measurements to mechanical models
Thèse de doctorat EPFL n°8216, December 2017
par Francesco Cavagnis Publications
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Table of contents
1. Introduction 2. Shear in beams without transverse reinforcement: phenomenological considerations 3. Shear failures in reinforced concrete members without transverse reinforcement: an analysis of the critical shear crack development on the basis of test results 4. Refined experimental measurements on the development of the critical shear crack and implications for developing mechanical models 5. An analysis of the shear transfer actions in reinforced concrete members without transverse reinforcement 6. A mechanical model for failures in shear of members without transverse reinforcement based on development of a critical shear crack 7. A closed-form equation for shear design of slender beams without transverse reinforcement 8. Further applications of the mechanical model and the closed-form equation 9. Conclusions and Future Research
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