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From the experiment results, the load deformation characteristics of thin GFRP composite conical shells were analyzed and the results were validated through finite element analysis package ABAQUS®.
For the false-negative PCR cloning results, the load of bacteria on agar was low as compared to oropharyngeal flora, suggesting that the prevalent flora was amplified preferentially.
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In the simulation results, the load-carrying capacity of the curved bridge appeared to increase when the load was applied onto G2 than on G1.
Therefore the load factor, that is, the capacity of the cell, must be allocated to the different services, resulting the load factors of the each service.
Thus, the load was redistributed to the unyielding rebars in X-direction, and as a result, the load increased even more after the rebars yielded in Y-direction.
As a result, the load can be distributed over a larger contact area, so that the effective contact pressure decreases and consequently the wear also reduce.
Model validation is performed by comparing the model results with the load test results.
The simulated results of the load position dependency is similar to the experimental results.
The results include the load at first diagonal crack and the ultimate shear load at failure.
The results include the load at first diagonal crack, the load at yielding, and the ultimate load at failure.
For the retrofitted specimens, finite element results overestimate the load capacity of the both retrofitted specimens.
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