Common use of Dynamic test Clause in Contracts

Dynamic test. 2.1.5.1. The dynamic deformation characteristics, when impacted according to the protocol described in paragraph 6. of this annex. 2.1.5.2. Deviation from the limits of the force-deflection corridors characterising the rigidity of the impactor - as defined in Appendix 2 of this annex - may be allowed provided that: 2.1.5.2.1. The deviation occurs after the beginning of the impact and before the deformation of the impactor is equal to 150 mm; 2.1.5.2.2. The deviation does not exceed 50 per cent of the nearest instantaneous prescribed limit of the corridor; 2.1.5.2.3. Each deflection corresponding to each deviation does not exceed 35 mm of deflection, and the sum of these deflections does not exceed 70 mm (see Appendix 2 to this annex); 2.1.5.2.4. The sum of energy derived from deviating outside the corridor does not exceed 5 per cent of the gross energy for that block. 2.1.5.3. Blocks 1 and 3 are identical. Their rigidity is such that their force deflection curves fall between corridors of Figure 2a. 2.1.5.4. Blocks 5 and 6 are identical. Their rigidity is such that their force deflection curves fall between corridors of Figure 2d.

Dynamic test. 2.1.5.1. The dynamic deformation characteristics, when impacted according to the protocol described in paragraph 6. of this annex. 2.1.5.2. Deviation from the limits of the force-deflection corridors characterising the rigidity of the impactor - as defined in Appendix appendix 2 of this annex - may be allowed provided that: 2.1.5.2.1. The the deviation occurs after the beginning of the impact and before the deformation of the impactor is equal to 150 mm; 2.1.5.2.2. The the deviation does not exceed 50 per cent of the nearest instantaneous prescribed limit of the corridor; 2.1.5.2.3. Each each deflection corresponding to each deviation does not exceed 35 mm of deflection, and the sum of these deflections does not exceed 70 mm (see Appendix appendix 2 to this annex); 2.1.5.2.4. The the sum of energy derived from deviating outside the corridor does not exceed 5 per cent of the gross energy for that block. 2.1.5.3. Blocks 1 and 3 are identical. Their rigidity is such that their force deflection curves fall between corridors of Figure figure 2a. 2.1.5.4. Blocks 5 and 6 are identical. Their rigidity is such that their force deflection curves fall between corridors of Figure figure 2d.

Dynamic test. 2.1.5.1. The dynamic deformation characteristics, when impacted according to the protocol described in paragraph 6. of this annex. 2.1.5.2. Deviation from the limits of the force-deflection corridors characterising the rigidity of the impactor - as defined in Appendix 2 of this annex - may be allowed provided that: 2.1.5.2.1. The deviation occurs after the beginning of the impact and before the deformation of the impactor is equal to 150 mm; 2.1.5.2.2. The deviation does not exceed 50 per cent of the nearest instantaneous prescribed limit of the corridor; 2.1.5.2.3. Each deflection corresponding to each deviation does not exceed 35 mm of deflection, and the sum of these deflections does not exceed 70 mm (see Appendix 2 to this annex); 2.1.5.2.4. The sum of energy derived from deviating outside the corridor does not exceed 5 per cent of the gross energy for that block. 2.1.5.3. Blocks 1 and 3 are identical. Their rigidity is such that their force deflection curves fall between corridors of Figure 2a. 2.1.5.4. Blocks 5 and 6 are identical. Their rigidity is such that their force deflection curves fall between corridors of Figure 2d.