Mixed-mode bending method for delamination testing
Author(s) -
James R. Reeder,
John H. Crews
Publication year - 1990
Publication title -
aiaa journal
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.828
H-Index - 158
eISSN - 1081-0102
pISSN - 0001-1452
DOI - 10.2514/3.25204
Subject(s) - test fixture , materials science , delamination (geology) , bending , finite element method , structural engineering , fixture , beam (structure) , composite material , mode (computer interface) , mechanical engineering , engineering , computer science , paleontology , subduction , tectonics , operating system , biology
A mixed-mode delamination test procedure was developed combining double cantilever beam (DCB) mode I loading and end-notch fixture (ENF) mode II loading on a split unidirectional laminate. By loading with a lever, a single applied load simultaneously produces mode I and mode II bending loads on the specimen. This mixed-mode bending (MMB) test was analyzed using both finite-element procedures and beam theory to calculate the mode I and mode II components of strain-energy release rate GI and GII, respectively. A wide range of G(sub)I/G(sub)II ratios can be produced by varying the load position on the lever. As the delamination extended, the G(sub)I/G(sub)II ratios varied by less than 5 percent. Beam theory equations agreed closely with the finite-element results and provide a basis for selection of G(sub)I/G(sub)II test ratios and a basis for computing the mode I and mode II components of measured delamination toughness. The MMB test was demonstrated using AS4/PEEK (APC2) unidirectional laminates. The MMB test introduced in this paper is rather simple and is believed to offer several advantages over most current mixed-mode test.
Accelerating Research
Robert Robinson Avenue,
Oxford Science Park, Oxford
OX4 4GP, United Kingdom
Address
John Eccles HouseRobert Robinson Avenue,
Oxford Science Park, Oxford
OX4 4GP, United Kingdom