4.7 Article

Development of a mixed mode double cantilever beam specimen for the fracture characterization of adhesives under high displacement rate

Journal

ENGINEERING FRACTURE MECHANICS
Volume 242, Issue -, Pages -

Publisher

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.engfracmech.2020.107467

Keywords

Adhesive joint; Dynamic loading; Mixed mode; Fracture toughness; Beam theory

Categories

Funding

  1. French national research programme PRC MECACOMP
  2. French National Association of Technical Research ANRT

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A new specimen called mixed mode double cantilever beam (MMDCB) was developed for characterizing the mixed mode fracture of adhesives under high displacement rates. The results showed that the MMDCB specimen provided consistent evaluations of mixed mode fracture toughness under quasi-static loading and asymmetric high displacement rate. The corrected beam theory with effective crack length was proven to accurately determine the mixed mode fracture toughness up to a displacement rate of 1 m/s.
In this paper, a new specimen called mixed mode double cantilever beam (MMDCB) was developed for the mixed mode fracture characterization of adhesives under high displacement rates. The MMDCB specimen was designed using finite elements simulations in order to determine the fracture toughness for a mode mixity in the plane I+II+III. Firstly, results from MMDCB specimens tested under quasi-static loading were experimentally compared to a reference single leg bending test. The test results, obtained with the two different specimens, exhibit consistent evaluations of the mixed mode fracture toughness. Secondly, the MMDCB specimen testing under asymmetric high displacement rate was validated through explicit simulations. The corrected beam theory with effective crack length was extended to the analysis of MMDCB specimens tested under high displacement rate. It was numerically proved to accurately determine the mixed mode fracture toughness under a displacement rate up to 1 m/s.

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