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Results obtained from pressure drop profiles, bed expansion profiles and bed collapse test were linked to the rheological analysis of the failure properties of the materials.
This new solution agrees reasonably well with the results of a borehole collapse test, a secondary development numerical simulation and an additional closed-form solution using the generalized non-linear Hoek Brown failure criterion.
Figure 26 BH collapse test: BH mass.
Figure 25 BH collapse test: density, lapse and Hamiltonian constraint evolution.
Figure 24 BH collapse test: density on (pmb{(x,y)}) plane.
Two-dimensional rest-mass density distribution relative to the initial data maximum value on the equatorial ((x,y)) plane at time (t=61 M_{odot}) for the collapse test.
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The axial static collapse tests were carried out for each section member.
The validity of the developed formula is confirmed by comparing with the mechanical collapse tests and nonlinear FEA.
Cyclic and progressive collapse tests are conducted to validate the performance of this newly proposed structural system.
Additional available information about load testing of steel, timber, and masonry bridges, buildings, and collapse testing is briefly cited.
Meanwhile, the collapse tests are also lacking to verify the accuracy of POA when it is used to assess the structural collapse capacity.
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