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Four existing BLEs commonly applied for application with stand-alone sandwich panels were reviewed using the new impact test data.
The impact test data has been used to estimate parameters in constitutive models for rubber and powder.
The force, displacement and impact energy results obtained from the FE analysis show good agreement with the corresponding shell impact test data.
New static and impact test data from shear specimens with three reinforcement ratios were used to derive modified direct shear resistance functions that were different from the resistance functions proposed in the 1970s.
From the three creep settings, elapsed recovery strain values were similar, as were the Charpy impact test data from corresponding VPPMC samples; i.e. there were no significant differences in impact energy absorption, these being ∼56% greater than their control (unstressed) counterparts.
The formation of this inverse cleavage fracture raised the fracture propagation transition temperature (FPTT) by decreasing the shear area measured in accordance of the API 5L3 specification, which was confirmed by relating to the Charpy impact test data of pre-strained steel specimens.
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Using the uniaxial impact testing data overestimates the strain rate effect of concrete material under multi-axial stress states.
Detailed discussion about how the absorbed moisture influenced the impact behavior of the laminate was carried out based on the interpretation of the damage characteristics and impact testing data.
The proposed method identified the distribution of railway ballast stiffness under low-amplitude vibration and the "equivalent" rail stiffness and mass using impact hammer test data.
The distribution of collision energies was then converted into a product size distribution for a particular ore type using JKMRC impact breakage test data.
In specific, in vertical wells non-Darcy flow which causes an extra pressure drop, has a significant impact on well test data but its impact on horizontal well test data needs more investigation.
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