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Considering the maximum loading found in the screening tests for AMP/PZ (3+1.5 M) and for 30 wt% MEA systems, the AMP/PZ system has about 128% higher specific cyclic capacity if operating between 40 and 80 °C, and almost twice the CO2 partial pressure at 120 °C compared to MEA.
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A comparison of the ultimate capacity of the CFPFBs with and without stiffener reveals that the FE models simulate very well the flexural behavior of the test specimens and the difference of maximum load is found to be less than 10%.
In these beams, the average values of deflection at maximum load were found to be equal to 6.3, 7.5 and 7.6 mm for control, one-ply and four-ply strengthened specimens, respectively (being 0.43, 0.41 and 0.08 mm the respective standard deviations).
By subtracting this number from the recommended maximum weight of the vehicle when fully loaded, found on the inside of the pillar behind the driver's door, the payload can be calculated.
The column face deformation corresponding to the maximum load has been found to be strongly related to the column width to thickness ratio and a method for evaluating this relationship has been proposed based on extensive numerical results.
Similarly, procedure to find voltage stability index for maximum loading condition is presented in Determination of Voltage Stability Index (VSI).
The maximum cyclic loading was found to occur at a height of y=0.5H and along the side wall at 0.8L from the upstream edge of the beam.
The maximum load of the beam was found to be at 19.17 kip in each load point (third point bending) for a total of 38.34 kip.
In the present study, we found that maximum load and stiffness were reduced in the OVX+MP group (Table 4), indicating that induction by OVX and MP for 10 weeks could reduce bone strength.
maximum loading displacement.
Maximum loading corresponded to 0.1/1 g.
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