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N. Stein et al. / Procedia Structural Integrity 2 (2016) 1967–1974

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N. Stein et al. / Structural Integrity Procedia 00 (2016) 000–000

a good agreement for several joint configurations. The analytical finite fracture mechanics approach even gives con servative results within the scatter of the experimental data of a test series regarding the failure behaviour of DCB specimen over a wide range of temperatures. Finally, a dimensionless brittleness number is introduced that allows to discuss the limitations of the model’s applicability regarding brittle structural behaviour.

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