Our engineers are aware of the increase in load times, and are currently working to mitigate the behavior.
Wear rates were found to increase with corresponding increase in load and speed.
The results indicated only a minor increase in load during the extraction of the longwall panel.
The wear rate and coefficient of friction decreased with increase in load and sliding distance.
Increase in load value caused the increase in friction coefficient and wear rate.
The increase in load for the PVC encased walls decreased with higher reinforcement ratios.
The increase in load and ductility is more effective for RC beams with a lower steel ratio.
The results showed that the coefficient of friction of the above polymers decreases linearly with the increase in load values.
Results show that approximately 55% and 91% increase in load carrying capacities when 16.5% and 33% yielding is permitted.
The unloading stiffness of the bucket foundations decreased with the increase in load amplitude and number of cycles.
The tests yielded complete load deflection curves from which the increase in load capacity and the energy absorption was evaluated.
