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Non-Linear Fracture Study of Glass Fibre Reinforced Polymer Composites Using a Tapered Double Cantilever Beam

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Mode I static fracture behavior of polymer composites is studied using the tapered double cantilever beam test method. A non-linear three-dimensional finite element model is developed to analyze the test data. The fracture toughness is evaluated using a J-integral approach. A non-uniform distribution of the J-integral value along the crack front is obtained with maximum at the mid-plane of the specimen. It is shown that taking into account the damage induced non-linear behavior improves the fracture toughness. This is explained with increased strain energy dissipation as a result of the non-linear behavior.

Affiliations: 1: Associate Prof., Dr., Department of Technical Mechanics, University of Architecture, Civil Engineering and Geodesy, 1 Chr. Smirnensky blvd., 1046 – Sofia, Bulgaria;, Email: V_RIZOV_FHE@UACG.BG; 2: Assistant Prof., Department of Technical Mechanics, University of Architecture, Civil Engineering and Geodesy, 1 Chr. Smirnensky blvd., 1046 – Sofia, Bulgaria

10.1163/157361109789807945
/content/journals/10.1163/157361109789807945
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Non-Linear Fracture Study of Glass Fibre Reinforced Polymer Composites Using a Tapered Double Cantilever Beam
Multidiscipline Modeling in Materials and Structures 5, 4, 363 (2009); https://doi.org/10.1163/157361109789807945
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/content/journals/10.1163/157361109789807945
2009-10-01
2018-11-22
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