Experimental Evaluation of the Non-linear Behavior of Existing Gerber Half-Joints in Presence of Corrosion

Molaioni, Filippo; Isabella, Paolo; Di Carlo, Fabio; Rinaldi, Zila; Meda, Alberto

doi:10.1007/978-3-031-43102-9_39

Lecture Notes in Civil Engineering

2023

DOI: 10.1007/978-3-031-43102-9_39

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Experimental Evaluation of the Non-linear Behavior of Existing Gerber Half-Joints in Presence of Corrosion

Filippo Molaioni,

Paolo Isabella,

Fabio Di Carlo

et al.

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2024

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Computational modeling of reinforced concrete dapped‐end beams

D'Angela,

Magliulo,

Di Salvatore

et al. 2024

Computer aided Civil Eng

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The structural response of reinforced concrete dapped‐end beams is simulated through finite element analysis. The case study consists in experimental tests performed in the framework of an Italian research project on bridges. The study assesses both the local and global behavior of the beam and characterizes the damage patterns. A blind prediction is initially performed inputting the main basic material and geometrical properties of the specimen. Further models are developed by varying several structural parameters and modeling/analysis features, assessing their influence on the structural capacity and response of the beams. The blind model yielded relatively accurate behavior and capacity estimations. Additionally, the modeling is enhanced by accounting for experimental data. Technical and operative guidelines for implementing the numerical analysis of dapped‐end beams are finally provided, in light of the critical assessment of the modeling and analysis results.

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Computational modeling of reinforced concrete dapped‐end beams

D'Angela,

Magliulo,

Di Salvatore

et al. 2024

Computer aided Civil Eng

View full text Add to dashboard Cite

show abstract

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Experimental Evaluation of the Non-linear Behavior of Existing Gerber Half-Joints in Presence of Corrosion

Cited by 1 publication

References 15 publications

Computational modeling of reinforced concrete dapped‐end beams

Computational modeling of reinforced concrete dapped‐end beams

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