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Failure criterion based on maximum strain was proposed to predict the peak blast pressure the HASP can bear.
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Different failure criteria can be introduced with this keyword based on maximum principal strain, maximum shear strain, pressure, principal stress, and damage.
Test results were evaluated based on maximum expansion strain, concrete strength and strain loss.
The transverse strength measured with the notched coupons was considerably higher than the straight-sided coupons, comparable to the tube results, and closer to the maximum possible strength based on maximum fiber strain.
The optimum method for crack initiation life prediction for complex multiaxial variable amplitude loading was found to be a critical plane approach based on maximum normal strain plane and damage quantification by cracking energy density on that plane.
General equations based on maximum engineering stress and strain energy density were developed for fatigue life prediction of MREs.
The design criteria are based on maximum allowable tensile strains at the bottom of the asphalt layer and maximum allowable vertical compressive strains at the top of the subgrade layer [6].
A wide range of test data is used to evaluate the approach as well as a critical plane approach based on maximum amplitude of shear strain modified by the maximum normal stress on the plane of maximum shear strain amplitude.
and were based on maximum likelihood estimation.
Sampling was purposive and based on maximum variation.
After that, it performs clustering based on maximum weight cliques.
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