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In this paper, numerical modeling of the HSR infrastructure allows determining stresses in the structure.
The factors affecting the interlaminar stresses in the structure are of particular interest.
While shortening production time, rapid cure cycles often lead to high residual thermal stresses in the structure.
Extreme stresses in the structure during its operation were determined taking into account shape and geometry imperfections as well as corrosion influence.
The plastic hinges formation and also the redistribution of the stresses in the structure when the plastic state is reached will be shown.
It is found that thinner buried oxide is desired to reduce the stresses in the structure, and the length and width of the buried oxide should be above 60 μm for the induced stresses not to be excessive.
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The DGM induces significant additional stresses in the structures than the ones induced if the motions at the supports were considered to be identical.
The multi-objective self-repair procedure provides damage tolerance minimizing both maximum deflections in the structure and stresses in the structural members.
This results in internal stresses in the concrete structure and the apparition of cracks diagonal to the surface of the structure.
Tolerances are extremely small, to avoid potentially destructive stresses in the assembled structure.
Mayan civilization began to decay after 900 ce, perhaps because of overpopulation, deforestation, and stresses in the social structure.
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