Evaluation Method for Cohesive Crack Propagation in Fragile Locations of RCC Dam Using XFEM

Abstract

Roller compacted concrete (RCC) dams own a large number of horizontal construction layers, which can easily lead to weak joints among layers and generate interlayer joints with different scales to reduce the dam bearing capacity. In this study, extended finite element method (XFEM) is used to simulate crack propagation, the finite element description is first taken on the strong discontinuity. Subsequently, the displacement function of the crack-tip in the quadrilateral element and the geometric determination method of the crack-tip strengthening region are established. Afterwards, the discrete form of the governing equation is derived and the XFEM increment discretization method of the cohesive crack with the crack-tip reinforcement is proposed using the virtual node method to represent the discontinuity of the fracture element. These methods are validated through simulating mixed-mode cracking of one-sided notched asymmetric four-point bending beam. Eventually, the proposed methods are applied to RCC gravity dam to study the development rule and propagation path of the interlayer joints, so as to evaluate the effect of different lengths of the interlayer joints on the dam structural performance. The estimated critical values of dam deformation are helpful to prevent the dam failure during long term operation.

Deterministic Seismic Damage Analysis for Concrete Gravity Dams: A Case Study of Oued Fodda Dam

“…These approaches are classified into two categories: the first, the family of continuum cracking approaches, includes the smeared crack approach [2][3][4] and the plastic-damage constitutive model [5][6][7][8]. The fracture mechanics approach [9,10] and the extended finite element method (XFEM) [11][12][13][14], which belong to the family of discrete crack approaches, constitute the second category. The continuum crack approaches can introduce an excellent framework to characterise the first damage phase and insert parameters of internal failure to depict the stiffness degradation of solid materials without variating the topology of finite element model.…”

Crack-Considered Elastic Net Monitoring Model of Concrete Dam Displacement

“…Traditional displacement monitoring model research studies focused on model calculation [17], but ignored key factor selection. However, many cracks exist in a lot of concrete dams which have been operating for years [18]. A mouth opening degree of a large surface crack varies regularly with the external loads, and the opening degree variations directly affect the concrete dam displacement [19,20].…”