3. BFM sizing methods
We're going to look at the dimensioning of BFM structures functioning like beams, limiting ourselves to BFMs with softening post-crack behavior (stress decreases as a function of crack opening).
The resistant capacity of a cracked section is calculated as a function of the crack opening. This calculation is taken from Casanova's thesis
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Ongoing reading
BFM sizing methods
References
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(1) - ROSSI (P.) -
Les bétons de fibres métalliques.
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Presses de l'ENPC, 1988.
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(2) - RESSE (C.), VENUAT (M.) -
Projection des mortiers et plâtres,
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1981.
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(3) - SNYDER (J.), LANKARD...
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