Treefrog
Book Wheeler
Done with the math portion of link sizing. Feeling lazy and don't feel like explaining equations much right now. So, gonna go over a few basic formulas then paste in the equations for the stuff that we want to look at. If you want more details, there's plenty of stuff on beams and columns online.
The math is based on two values: cross sectional area and the moment of inertia.
Cross sectional area is pi*radius^2. If its not solid we subtract out the area that is missing.
Moment of inertia for a rod along it axis is pi*diameter^4/64. If its not solid we subtract out the moment of inertia for the area that is missing.
Link weights are straight forward. Cross sectional area times length times density. For the total weight of a link we add the weight of the rod ends. This does technically predict a higher weight than reality since we are not accounting for the rod ends reducing the length of the link.
We have 4 factor of safeties and dent resistance to calculate.
Yield strength, modulus of elasticity, and density are all properties of the link material.
Link force is the maximum force going through the link that we calculated earlier.
Bending is the weight of the vehicle pushing down on the mid point of the link.
Dent resistance is a ratio comparing a panel that is the same thickness as the link wall to a panel of 1080 steel that is 1/4" thick. It is based on a formula from here: Dent Resistance of Automotive Panelling.
Dent resistance constant is the dent resistance of 1080 steel that is 1/4" thick. The value of k does not matter since it divides out when we find the ratio. In number form it is: 53700^2*0.25^4
The math is based on two values: cross sectional area and the moment of inertia.
Cross sectional area is pi*radius^2. If its not solid we subtract out the area that is missing.
Moment of inertia for a rod along it axis is pi*diameter^4/64. If its not solid we subtract out the moment of inertia for the area that is missing.
Link weights are straight forward. Cross sectional area times length times density. For the total weight of a link we add the weight of the rod ends. This does technically predict a higher weight than reality since we are not accounting for the rod ends reducing the length of the link.
We have 4 factor of safeties and dent resistance to calculate.
Yield strength, modulus of elasticity, and density are all properties of the link material.
Link force is the maximum force going through the link that we calculated earlier.
Bending is the weight of the vehicle pushing down on the mid point of the link.
Dent resistance is a ratio comparing a panel that is the same thickness as the link wall to a panel of 1080 steel that is 1/4" thick. It is based on a formula from here: Dent Resistance of Automotive Panelling.
Dent resistance constant is the dent resistance of 1080 steel that is 1/4" thick. The value of k does not matter since it divides out when we find the ratio. In number form it is: 53700^2*0.25^4
- Yield: abs(yield strength * cross sectional area/ force on link)
- Buckling: abs(pi^2 * modulus of elasticity * moment of inertia / (link length^2) / link force)
- Bending: abs(yield strength * moment of inertia / (0.125 * link diameter * link length) / (.5 * vehicle weight))
- Rod end: abs(rod end rating / link force)
- Dent resistance: yield strength^2 * link wall thickness^4 / dent resistance constant