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Optimal Solution of the Fractional Differential Equation to Solve the Bending Performance Test of Corroded Reinforced Concrete Beams under Prestressed Fatigue Load

Cheng Chen

Cheng Chen

School of Civil Engineering and Architecture, Hunan Institute of TechnologyHengyang, China
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Chen, Cheng
 et 
Hamdy Mohamed

Hamdy Mohamed

College of Engineering, Applied Science UniversityBahrain
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Mohamed, Hamdy
  
15 juil. 2022
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Publié en ligne: 15 juil. 2022
Pages: 507 - 516
Reçu: 04 févr. 2022
Accepté: 30 mars 2022
DOI: https://doi.org/10.2478/amns.2022.2.0035
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© 2023 Cheng Chen et al., published by Sciendo
This work is licensed under the Creative Commons Attribution 4.0 International License.

Figure 1

Appearance and dimensions of the test piece (mm)
Appearance and dimensions of the test piece (mm)

Figure 2

Constitutive relationship of damaged concrete
Constitutive relationship of damaged concrete

Figure 3

Specimen stiffness
Specimen stiffness

Figure 4

Relative stiffness decay rate of corroded specimen
Relative stiffness decay rate of corroded specimen

Figure 5

Force analysis of member section under the assumption of non-planar section
Force analysis of member section under the assumption of non-planar section

Figure 6

Comparison of experimental and calculated values of characteristic points of skeleton curve
Comparison of experimental and calculated values of characteristic points of skeleton curve
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Sciences de la vie, Sciences de la vie, autres, Mathématiques, Mathématiques appliquées, Mathématiques générales, Physique, Physique, autres
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