Dynamic trials are performed on a cracked specimen to demonstrate the capability of the new approach.
Further, three dimensional nonlinear finite element analyses were conducted for each test specimen to demonstrate the in-depth behavior of the connection.
This test, however, requires a highly experienced reader, has several important subjective components, can be difficult to interpret, and usually requires both an acute and convalescent specimen to demonstrate an increase in antibody titer.
RNAseP served as an endogenous control for specimen quality, and specimens failing to demonstrate an RNAseP signal among multiple individually processed aliquots were deemed indeterminate for viruses not detected in repetitive testing.
A substantial number of surgical specimens failed to demonstrate specific neuronal cell loss (n = 34, 19%), despite electrophysiological evidence for seizure generation within the mesial temporal lobe.
Therapeutic amputations are never depicted or mentioned in the literary sources, while the specimens suggested to demonstrate such amputations are not convincing.
However, with only morphological data from field and herbarium specimens used to demonstrate this correlation, whether the observed patterns are a result of a plastic or a genetic adaptation response to climate is unknown.
Gum-milk latex injection (nine specimens) and radiographic imaging technique (three specimens) were used to demonstrate the course and tributaries of the main veins draining the udder.
The authors appreciate that sample size in this study is small and that further studies allowing for larger numbers of male and female specimens are required to demonstrate any difference between the sexes in the course of the nerve and safe wire insertion zones if one exists.
Tests and finite element (FE) analyses of smooth flat bar, U-notch and V-notch specimens are presented to demonstrate the application and validation of proposed three-stage and two-parameter ductile fracture model for evaluating the ductile crack initiation, propagation and final failure in steel welded joints under monotonic loading.
