In-Plane fracture of laminated fiber reinforced composites with varying fracture resistance: experimental observations and numerical crack propagation simulations

TL;DR

This study combines experimental and numerical methods to analyze in-plane fracture behavior of laminated fiber reinforced composites, revealing size-dependent fracture resistance and the role of bridging zones in crack propagation.

Contribution

It introduces the variational multi-scale cohesive method (VMCM) for simulating crack growth without prior crack path knowledge, highlighting size effects on fracture resistance.

Findings

Size dependence of fracture resistance in moderately large specimens

Existence of a 'free bridging zone' affecting fracture behavior

VMCM effectively simulates progressive crack propagation

Abstract

A series of experimental results on the in-plane fracture of a fiber reinforced laminated composite panel is analyzed using the variational multi-scale cohesive method (VMCM). The VMCM results demonstrate the influence of specimen geometry and load distribution on the propagation of large scale bridging cracks in the fiber reinforced panel. Experimentally observed variation in fracture resistance is substantiated numerically by comparing the experimental and VMCM load-displacement responses of geometrically scaled single edge-notch three point bend (SETB) specimens. The results elucidate the size dependence of the traction-separation relationship for this class of materials even in moderately large specimens, contrary to the conventional understanding of it being a material property. The existence of a "free bridging zone" (different from the conventional "full bridging zone") is recognized, and its influence on the evolving fracture resistance is discussed. The numerical simulations and ensuing bridging zone evolution analysis demonstrates the versatility of VMCM in objectively simulating progressive crack propagation, compared against conventional numerical schemes like traditional cohesive zone modeling, which require a priori knowledge of the crack path.