Optimal Solution of the Fractional Differential Equation to Solve the Bending Performance Test of Corroded Reinforced Concrete Beams under Prestressed Fatigue Load
نویسندگان
چکیده
Abstract With the help of fractional differential equations, this article studies failure morphology, fatigue strength, and life corroded reinforced concrete beams under loading. Studies have shown that mid-span deflection low-corrosion is smaller than uncorroded beams. The corrosion-fatigue coupling effect accelerates crack growth rate steel bars. This reduces modulus causes stiffness beam to degrade. research results provide a theoretical basis for performance evaluation
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ژورنال
عنوان ژورنال: Applied mathematics and nonlinear sciences
سال: 2022
ISSN: ['2444-8656']
DOI: https://doi.org/10.2478/amns.2022.2.0035