The invention discloses a mountainous area
pier durability evaluation method and
system based on water-sand composite abrasion, and belongs to the technical field of bridge structure safety evaluation. A composite
abrasive particle model considering tangential
cutting and normal
impact effects is established, discrete solution is performed on the composite
abrasive particle model through a smooth particle element
solver, and the durability of a
pier in a mountainous area is evaluated. Constructing an initial mountainous area
pier abrasion rate calculation model; orthogonal test
simulation is carried out based on a Box-Behnken design method and a center combination design method, a curve
estimation theory and a multivariate
nonlinear regression theory are combined, and influences of
river water depth, pier
pile diameter, flow velocity before water-sand mixed particle
impact, sand content,
silt particle roundness coefficient and concrete
compressive strength on the abrasion rate are considered. Constructing a high-precision bridge pier water-sand abrasion rate calculation model; based on the high-precision bridge pier water-sand abrasion rate calculation model and the bridge site hydrological working condition data, the bridge pier annual abrasion depth is calculated, and whether the bridge pier durability meets the service requirement or not is evaluated based on the concrete
protection layer thickness and the bridge pier annual abrasion depth.