Numerical investigations of the abrasion behavior of concrete based on a coupled Eulerian–Lagrangian approach
Year: 2025
Type: article
Abstract: This paper presents numerical investigations of the abrasion behavior of concrete for hydraulic structures considering concrete structural characteristics as well as various hydraulic conditions. Three-dimensional mesoscale models of concrete composed of aggregates, mortar, and interfacial transition zones are developed using in-house Python 2 codes and the commercial finite-element software Abaqus 2021. The coupled Eulerian–Lagrangian approach is employed to simulate the complex interaction effects between the hydrodynamic field and the concrete structure with a focus on abrasion material loss and energy response as functions of the governing hydraulic parameters (flow velocity and sediment concentration). The results indicate that the concrete abrasion behavior is greatly influenced by the flow velocity and sediment concentration, which are highly associated with the kinetic energy in the flow exerted on the concrete structure.
Source: Computers & Structures
Language: English
Subfield: Ecological Modeling
Field: Environmental Science
Domain: Physical Sciences
Open Access status: hybrid
Estimated APC paid: $4,200
Funders: COWIfonden, China Scholarship Council
Award: G4568811398
OpenAlex ID: W4410457174
