A blended approach for evolving phase fields using peridynamics: Cyclic loading in quasi-brittle fracture

TL;DR

This paper introduces a novel blended phase field approach incorporating nonlocal effects in space and time to predict damage and fracture in quasi-brittle materials under cyclic loading, aligning well with experimental observations.

Contribution

It develops a two-point history-dependent phase field model that integrates plasticity, damage, and nonlocal effects for improved fracture prediction in quasi-brittle materials.

Findings

Quantitative agreement with experimental crack patterns

Captures hysteresis and damage in cyclic loading

Predicts size effects in quasi-brittle fracture

Abstract

A field theory is presented for predicting damage and fracture in quasi brittle materials incorporating effects of irreversible (plastic) deformation as well as elastic moduli that soften with damage. The new observation made here is that material degradation models consistent with plastic dissipation can be described by a two-point history-dependent phase field. This approach blends a two-point phase field with the deformation evolving according to Newton's second law by way of a nonlocal constitutive law. Here the nonlocality is in both space and time. The strain is given by an additive decomposition of elastic strain and irreversible strain. The stress-strain behavior is described by a strength envelope and a family of unloading laws based on damage and plasticity with elastic moduli that degrade in coordination with the accumulation of irreversible strain. The material displacement field is uniquely determined by the initial boundary value problem. The theory satisfies energy balance, with positive energy dissipation rate in accordance with the laws of thermodynamics. The fracture energy of flat cracks is recovered directly from the model and is the product of energy release rate and the crack area, moreover this formula is independent of the length scale of non-locality. The formulation delivers a mesh free method for predicting crack patterns and simulations show quantitative and qualitative agreement with experiments, including hysteresis and damage associated with three-point bending tests on concrete and size effects for quasi-brittle materials.