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The deflection ratio of RSHCCP was greater than the minimum deflection ratio level (i.e. 3%) of semi-rigid pipe.
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The objective was to withstand the maximum load while yielding the minimum deflection and mass.
The two beams that were tested were optimised for minimum deflection at a constant volume of fibres.
This method helped us to estimate deflection ratio as a mathematical function of the main process planning parameters.
In particular, the guideway deflection ratio is the most influential parameter which governs the air gap.
Results show that RSHCCP had the highest load-carrying capacity and deflection ratio among them.
Thus, the higher the reinforcement ratio and the lower the compressive strength were, the higher the total-to-instantaneous deflection ratio was.
This was used for the estimation of the deflection ratio, which was a mathematical function of the main process planning parameters.
To withstand the big magnetic loads with minimum deflections, C-type support structure is designed with detailed FEM structural analysis.
In particular, the effect that key parameters have on deflection ratios and horizontal strains are investigated.
Using a structural analysis, parameters representing the stiffness of the frames in reducing deflection ratios and horizontal strains were derived.
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CEO of Professional Science Editing for Scientists @ prosciediting.com