A meshless approach to non-local damage modelling of concrete

作者：Farahani Behzad V; Belinha J; Pires F M Andrade; Ferreira Antonio J M; Moreira P M G P

来源：Engineering Analysis with Boundary Elements, 2017, 79: 62-74.

DOI：10.1016/j.enganabound.2017.04.002

• Non-linear, Constitutive damage model
• Meshless method
• Concrete
• RPIM

A non-linear continuum damage mechanics model for concrete constructions is analysed using a radial point interpolation meshless method (RPIM). The fundamental mathematical relations and the material model are fully characterized. The 2D plane stress RPIM formulation is extended to a rate-independent standard (local) damage model considering both tension and compression static states. Additionally, in this work, the local damage formulation is modified considering a non-local constitutive damage criterion with regard to a Helmholtz free energy potential. Here, the internal variational fields, such as local and non-local damage variables, are determined by a return-mapping damage algorithm. Due to the non-linear nature of the phenomenon, a displacement controlled Newton-Raphson iterative approach is adopted to attain the non-linear damage solution. In the end, the performance of the proposed non-local damage model is evaluated using an experimental test of a notched-three-point bending beam available in the literature. The obtained solution shows that the meshless methods are capable to effectively analyse concrete structures assuming a non-linear non-local continuum damage model.

• 出版日期2017-6