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Blast experiments were performed to capture the fundamental deformation, the maximum deflection of the inner face-sheet (MDIF), and the maximum deflection of the outer face-sheet (MDOF).
It evaluates the maximum deflection of one CNT due to weak van der Waals interactions.
The first is to find the optimal thickness to minimize the maximum deflection of a cylindrical shell.
The maximum deflection of the steel modular railroad track located at the point of load application (under the wheel load).
Results show a reduction by 84.2% of the maximum deflection of the workpiece compared to a traditional fixturing approach.
This optimized condition resulted in a maximum deflection of 0.402 mm and a maximum stress of 0.582 MPa.
The absolute maximum deflection of the Timoshenko frame is larger than that of the Bernoulli Euler frame.
Time history of maximum deflection of plates with different end conditions is calculated in the present study.
The quasi-static and numerical results for the impact force against the maximum deflection of the sandwich beam are obtained.
Moreover, theoretical model was developed to predict the maximum deflection of strengthened beams under cyclic service loads.
It is seen that the maximum deflection of the protected structure subjected to a certain explosive load varies with the two non-dimensional parameters of the foam cladding.
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CEO of Professional Science Editing for Scientists @ prosciediting.com