By L. A. Utracki, R. A. Weiss

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8), the strain history can be obtained from integrating the strain rate history from the previous figure. 35. 6). 36. This figure also shows the strain history of one element in the middle of the test specimen. 34 Strain rate in the test specimen as a function of time. The strain rate is calculated from the FE virtual experiment data. 35 Strain history in the test specimen as a function of time. The strain is calculated from the FE virtual experiment data.

14 Schematic figure showing a plane strain tension specimen. 14. The general guideline is for the specimen width to be at least 10 times wider than its height. By having a wide specimen, the in-plane displacements will be mainly along the loading direction (and through the specimen thickness). This will ensure that the deformation state is close to plane strain. In plane strain loading, since there is no contraction of the specimen its width direction, the thickness strain will be similar in magnitude to the applied axial strain (as long as the material is almost incompressible).

There are two basic ways in which the impact tests can be performed: noninstrumented or instrumented. 21. In the instrumented impact tests, the pendulum’s hammer is equipped with a load cell, and the impact data are stored using a highspeed data acquisition system enabling extraction of not only the energy required to cause failure but also force and velocity as a function of time. 21 Schematic test results from an instrumented Izod or Sharpy impact test. crack propagation. Note that the most commonly used impact-test standards do not call for instrumentation [7, 8].

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