5. Shear strength of the repair surface
Once the geometric and load assumptions have been made in accordance with the recommendations described in Chapter 4, we seek to satisfy the equation (2) given in paragraph
4.1.2
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Shear strength of the repair surface
Bibliography
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(1) - FIB - Code modèle de la FIB pour les structures en béton - (2010).
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(2) - BIRKELAND (P.W.), BIRKELAND (H.W) - Connections in precast concrete construction, - American Concrete Institute, Journal of the American Concrete Institute, Vol. 63, No. 3,...
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