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The residual internal stress in the structure was controlled by introducing the organosilicon layer, thereby enhancing the structural barrier property.
The vapor operating pressure is low, resulting in a very low operating stress in the structure.
The results show that the displacement range and response of the actuator can be controlled by the effective residual stress in the structure.
The topological characterization and numerical modeling allowed the estimation of the equivalent intrinsic residual stress in the structure and the stress distribution within each layer.
The main requirements of this design problem are to determine: the maximum compressive stress in the structure while the bridge is being opened, the maximum deflection in the structure, and the factor of safety of the new design for example, the fatigue life could be predicted.
Kinematics and equilibrium are not sufficient to calculate the stress in the structure; we also need a mechanically motivated constitutive relationship for non-linear elasticity.
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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.
The plastic hinges formation and also the redistribution of the stresses in the structure when the plastic state is reached will be shown.
Extreme stresses in the structure during its operation were determined taking into account shape and geometry imperfections as well as corrosion influence.
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