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The effects of friction, bearing force and bypass loading on the stress redistribution are studied in detail.
Design models are proposed to predict the increased capacity for CFRP strengthened RHS subjected to transverse end bearing force.
The obtained maximum bearing force is less than the suggested values by ALA, while the maximum uplift force slightly exceeds those of ALA.
The proposed design eliminates the trade-off between motoring torque and bearing force with respect to PM thickness found in many recent designs.
On the basis of this, the bearing force model and the bearing stiffness model of the PMBs are established based on the virtual displacement method.
These bearing force oscillations in the frictional direction appear unaffected by the dynamic response along the gear mesh line-of-action direction.
The analysis indicates that: (1) independent torque and bearing force is achieved for a large number of PM pole pairs; (2) the magnitude of both torque and bearing force increases with PM thickness; and (3) the motor is capable of stable operation as long as the winding current phase shift with respect to the PM flux is small.
MI outrigger ≥ allowable bearing force of soil.
The plate for reinforcement of the soil bearing force on a slope requires reviews of soil bearing force, bending, and shearing.
Ground contact pressure upon operation of each candidate crane is calculated, and allowable soil bearing force is set as 20 to/m2 to design plates for reinforcement of soil bearing force.
At the reinforcement planning of soil bearing force of flat site as illustrated in Plate type (steel, timber), rigidity of plate, soil bearing force, and bending moment and shearing force acting on plate should be reviewed.
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