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G1 and G2 showed non-linear behavior at a load 2700 kN with tensile strains of 0.0061 and 0.0075, respectively.
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The coupled model yields an unstable behavior at a lower load than the uncoupled model, and the subsequent response is not periodic.
Additionally the long-term behavior at constant load was investigated.
Design abaci eventually show possible spans and slab thickness for satisfactory structural behavior at ultimate load state.
FCGR behavior at negative load ratios, R, of −1.0 and −0.5 were found to be comparable to those at load ratios of 0.1 and 0.2; the effects of load ratio appear to become stronger for R > 0.2.
The specimen showed elastic behavior at the design load of 450 kN with the two girders deflecting in a coherent manner.
Therefore, an experimental method that captures the flow behavior at different loading situations is desired.
In the design of mechanical and structural components, it is essential to understand the mechanical behavior at different loading rates based on the desired applications.
After, the multi-pass scratch test was employed to evaluate sliding wear behavior at subcritical loads (20, 30 and 40% of chipping critical load).
Earlier work in mineral oil show that ZrP and ZrP derivatives exhibit excellent friction behavior at higher load-carrying conditions and anti-wear capacities in liquid oil mediums as compared with traditional lubricating additives, such as MoS2 and graphite [30].
In most cases (7/10), the two groups showed similar mechanical behavior at low loads with increasing differences at increasing loads.
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CEO of Professional Science Editing for Scientists @ prosciediting.com