Nm cf Sample Clauses

Nm cf. Eq. 2-1 for the current specimen geometry and material properties. The applied bending moments are listed in Tab. 1 for the various cyclic tests. A load ratio of 4= / à Ü/á / à Ô= ë0.2 is kept in every load block of all the cyclic tests. The demonstrator test is a multi-level block loading spectrum as illustrated in Fig. 2-2. Tab. 2 shows further details on the applied load spectrum for the demonstrator test. Results from the CA, BL, and DEM tests will be presented in the following. Test ID ,½ x ž ½,t ž Applied moment y –[ N–m], R=0.2 ¤ • [“ ‰ ‰] T01B03BL3060 0.305 0.610 /, à Ô= 8ë .27; /, Á à Ô= ë11.70; 10 T02B02BL3075 0.305 0.762 /, à Ô= ë8.27; /, Á à Ô= 1ë 3.08; 10 T05B05CA30 0.305 - / Ô =ë 8.27; 100 T06B07CA30 0.305 - / Ô =ë 8.27; 100 T07B10BL3050 0.305 0.510 /, à Ô= ë8.27; /, Á à Ô= 1ë 0.70; 10 T08B09CA50 0.510 - / Ô =ë 10.70; 50 T10B06CA75 0.762 - / Ô =ë 13.08; 10 T11B05DEM01 - - - 10 T13B08BL3085 - 0.864 /, à Ô= ë8.27; /, Á à Ô= ë13.92; 10 Table 1: Test matrix showing the test ID and the applied load pattern. The parameter z• i“s the cycle increment for crack length measurements.
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