Axial Behavior of Corroded H-Piles
H-steel piles are commonly used in river-crossing bridges in the United States. Many of these piles suffered from different degrees of corrosion due to repeated cycles of wetting and drying. Corrosion of H-steel piles affects the buckling behavior of piles which affect the axial load carrying capacity of these piles leading to a significant effect on the whole performance of a bridge. This paper presents the findings of an experimental study that was conducted to evaluate the axial behavior of four full-scale H-piles including a reference pile and three corroded piles with different degrees of simulated corrosion. The results indicate that the reduction of the section change the modes of failure from global to local buckling according to the percentage and place of the corrosion. A non-linear finite element model has been validated with the experimental results. Different design approaches were also used to determine the axial capacity of the corroded piles.
A. Ramadan and M. ElGawady, "Axial Behavior of Corroded H-Piles," Proceedings of the 20th Congress of IABSE (2019, New York City, NY), pp. 1220-1225, International Association for Bridge and Structural Engineering (IABSE), Sep 2019.
20th IABSE Congress, New York City 2019: The Evolving Metropolis (2019: Sep. 4-6, New York City, NY)
Civil, Architectural and Environmental Engineering
Keywords and Phrases
Buckling Behavior; Monotonic loading; Non-linear analysis; Steel H-piles
International Standard Book Number (ISBN)
Article - Conference proceedings
© 2019 International Association for Bridge and Structural Engineering (IABSE), All rights reserved.
01 Sep 2019