Microscale Discrete Element Model for Simulating Bridging Behavior of Fractured Glass Laminates

Authors

  • Xing-er Wang Shanghai Jiao Tong University
  • Jian Yang Shanghai Jiao Tong University
  • Shennan Peng
  • Yige Wang Shanghai Jiao Tong University
  • Xiaonan Hou Lancaster University

DOI:

https://doi.org/10.47982/cgc.8.451

Abstract

The bridging behavior between fragments is one vital factor in the post-fracture stage of glass laminates. A particle-based discrete element model was developed in this work to simulate the bridging behavior of fractured glass laminates. The model was based on the calibration of hyperelastic PVB material properties using soft-bond model and further validated with the experimental data as well as the observations from through-crack-tensile tests. In order to investigate the bridging performance of fractured glass laminates with multiple fragments under uniaxial tension, three factors encompassing the crack aligning, fragment number and adhesion conditions were considered to perform a parametric study. The results give an exploratory application of the developed discrete element models in the estimation of the post-fracture behaviors. It is found that the smaller fragment size can diminish the tension-stiffening effect in the non-aligned case which might generate an enhancing ratio of initial modulus up to nearly 3.6. The non-aligned cracks can also lead to a very high strength if the adhesion ability can be guaranteed. However, the delamination of fragments is expected to control the post-fracture strength of fractured glass laminates with PVB interlayer.

Published

2022-06-30

Issue

Section

Numerical Modeling & Experimental Validation