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import gradio as gr |
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def definir_criteres(D, R_prime, A): |
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return D, R_prime, A |
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def calculer_rapport_CE(R_prime, sigma_c, G): |
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CE = (R_prime / (0.50 * sigma_c)) + 0.5 |
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return CE |
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def determiner_dosage_ciment(CE, A): |
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C = 400 |
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return C |
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def ajuster_dosage_eau(C, CE, D): |
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E = C / CE |
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correction = {5: 0.15, 10: 0.09, 16: 0.04, 25: 0, 40: -0.04, 63: -0.08, 100: -0.12} |
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E *= (1 + correction.get(D, 0)) |
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return E |
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def definir_courbe_granulaire(D, K, Ks, Kp): |
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Y = 50 - K + Ks + Kp |
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X = D / 2 if D <= 40 else (5 + D) / 2 |
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return X, Y |
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def determiner_proportions_granulats(granulats, courbe_reference): |
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proportions = {} |
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for granulat in granulats: |
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proportions[granulat] = 0.5 |
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return proportions |
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def calculer_masse_granulats(gamma, Vc, Vg, proportions, densites): |
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masses = {} |
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for granulat, proportion in proportions.items(): |
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volume = Vg * proportion |
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masses[granulat] = volume * densites[granulat] |
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return masses |
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def calculer_composition(D, R_prime, A, sigma_c, G, K, Ks, Kp, densite_sable, densite_gravier_5_20, densite_gravier_20_50): |
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densites = {'sable': densite_sable, 'gravier_5_20': densite_gravier_5_20, 'gravier_20_50': densite_gravier_20_50} |
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CE = calculer_rapport_CE(R_prime, sigma_c, G) |
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C = determiner_dosage_ciment(CE, A) |
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E = ajuster_dosage_eau(C, CE, D) |
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X, Y = definir_courbe_granulaire(D, K, Ks, Kp) |
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granulats = {'sable': {}, 'gravier_5_20': {}, 'gravier_20_50': {}} |
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courbe_reference = (X, Y) |
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proportions = determiner_proportions_granulats(granulats, courbe_reference) |
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Vc = C / 3.1 |
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gamma = 0.835 |
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Vg = 835 - Vc |
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masses = calculer_masse_granulats(gamma, Vc, Vg, proportions, densites) |
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return f"Dosage en ciment: {C} kg/m³", f"Dosage en eau: {E} L/m³", f"Masses des granulats: {masses}" |
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interface = gr.Interface( |
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fn=calculer_composition, |
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inputs=[ |
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gr.Number(value=40, label="Dimension maximale des granulats (D)"), |
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gr.Number(value=35, label="Résistance souhaitée (R_prime)"), |
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gr.Number(value=10, label="Ouvrabilité désirée (A)"), |
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gr.Number(value=45, label="Résistance moyenne réelle du ciment (sigma_c)"), |
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gr.Number(value=0.55, label="Coefficient granulaire (G)"), |
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gr.Number(value=-4, label="Coefficient de correction (K)"), |
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gr.Number(value=2.8, label="Module de finesse du sable (Ks)"), |
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gr.Number(value=5, label="Coefficient de correction pompabilité (Kp)"), |
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gr.Number(value=2.60, label="Densité du sable (kg/L)"), |
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gr.Number(value=2.55, label="Densité du gravier 5/20 (kg/L)"), |
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gr.Number(value=2.55, label="Densité du gravier 20/50 (kg/L)") |
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], |
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outputs=[ |
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gr.Textbox(label="Dosage en ciment (kg/m³)"), |
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gr.Textbox(label="Dosage en eau (L/m³)"), |
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gr.Textbox(label="Masses des granulats") |
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], |
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title="Calcul de la Composition Optimale du Béton (Méthode Dreux-Gorisse)", |
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description="Entrez les paramètres nécessaires pour calculer la composition optimale du béton." |
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) |
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if __name__ == "__main__": |
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interface.launch() |
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