Simulation of rod displacement in concrete columns under fatigue

Published on June 03, 2026 | Translated from Spanish

The displacement of steel bars within a reinforced concrete column is not an instantaneous failure, but a progressive process governed by material fatigue. When a structure is subjected to cyclic loads, such as those generated by earthquakes or mechanical vibrations, the bond between the steel and concrete degrades. This phenomenon, known as loss of cohesion, allows the bars to slide within the matrix, altering the stress distribution and compromising the load-bearing capacity of the element.

3D simulation of bar displacement in a concrete column under fatigue from cyclic loads

Finite element modeling of the sliding phenomenon 🏗️

To visualize this behavior, a 3D model is built in finite element software that includes the exact geometry of the column, longitudinal reinforcement, and stirrups. Two states are defined: a healthy model, with perfect bond, and a degraded model, where the friction coefficient between steel and concrete is reduced to simulate accumulated fatigue damage. When applying a cyclic axial and lateral load, stress maps reveal that in the degraded model, shear stresses concentrate at the ends of the bars. Plastic deformations spike in the anchorage zones, generating a displacement pattern that can exceed 5 millimeters, enough to initiate visible longitudinal cracks on the concrete surface.

Forensic and predictive implications of the analysis 🔍

The comparison between both models is key for forensic engineering. While the healthy model shows a uniform stress distribution, the degraded model exhibits differential displacement that anticipates collapse due to reinforcement buckling. This type of simulation allows structural engineers to determine the remaining service life of a damaged column without the need for destructive testing. Furthermore, by visualizing critical sliding zones, localized reinforcement strategies can be designed, optimizing resources in seismic rehabilitation efforts.

How to accurately model the degradation of the bond between steel and concrete in a finite element simulation to predict the progressive displacement of bars under cyclic fatigue loads

(PS: Material fatigue is like yours after 10 hours of simulation.)