Accès ouvert

Structural Behavior of Corroded Beams - Numerical and Analytical Approach

Article scientifique 2022 Anglais

Résumé

Abstract To simulate corrosion deterioration on load carrying capacities, deflection an slip between concrete and steel for R.C. beams, 3-D F.E. model was considered by using ANSYS software. Several F.E. models were created to simulate different levels of corrosion. In these models, both concrete and steel were modeled as solid elements and stirrups were represented as link elements. To consider corrosion effects which can be represented by reduction in steel cross section and decrease in bond between concrete and steel, contact element between to bodies was created. Also, analytical calculations were driven to calculate load carrying capacities, deflection and slippage distance. The results of both models were acceptable within average error about 10%.

Citer ce document

Marawan, A., Debaiky, A., Abdel-Kareem, A. (2022). Structural Behavior of Corroded Beams - Numerical and Analytical Approach. https://doi.org/10.21203/rs.3.rs-1723325/v1

Accès au document

Voir sur le dépôt source

Ce document est hébergé sur son dépôt institutionnel d'origine.

Auteur(s)

Ahmed. E. Marawan Ahmed S. Debaiky Ahmed H. Abdel-Kareem

Statistiques

Consultations : 1

Téléchargements : 0