Friday, January 31, 2025

Hello!

 I'm Arlow Hancock. A mechanical engineer with a bachelors of science from the University of Utah.

My passion is in robotics, control theory, and automation. Below you can read about how I applied that passion to projects during my time at the U. 

Timber Lathe Automation Design

The automation of the cutting operations of the timber lathe for my team's capstone project.



Lathe Headstock Analysis

FEA analysis of a prototype headstock replacement for the timber lathe. 




SCARA: Mechatronics Competition

Designing and fabrication of a custom SCARA robot for the college of engineering mechatronics competition. 


Friday, January 10, 2025

Timber Lathe Automation Design

Completed installation of the actuators on the trolley frame.


Control Design

Automation of the cutting operation utilizes linear actuators for adjusting each cutter at the press of a button. Firgelli Bullet .50 Linear Actuators were chosen because of their capability of moving 1124 pounds (5,000N) at a 0.08 in/sec and being easier to maintain than similar hydraulics. the need for hydraulics. Each actuator is controlled by FCB-1 Control Boards with touch-screen displays allowing for feedback of greater than 1/16" precision in this application.

Fully assembled control cabinet testing prior to install.

Power is supplied to the control cabinet via 120v mains power and is transformed to 12V DC 25A output for the controllers. The actuators are moved in and out by rocker switches mounted to the outside of the cabinet. These are each wired to fuse to protect the actuators in the event of a mechanical jam. While the power supply and the control hardware have internal fuses with higher ratings, they have a higher current failure rating. Externalizing the fuses allows for easier maintenance and trouble shooting.
Control cabinet wiring diagram.


Mounting Actuators

The trailer jacks used to adjust the cutting heads previously were removed. The actuator brackets were welded in their place and the actuators installed. The two 12" stroke actuators mounted underneath the rough cut motor sleds, while the 18" stroke was attached to the planar housing.

Trolley Solidworks model illustrating actuator placement. 

Bottom view of the rough cut motor sled with actuator installed. 


Wiring and Cabinet Installation

Each actuator's wiring harness is routed to a weathertight junction box attached to the trolley. Threaded holes are used to bolt the junction box in place. 

Drilling and tapping trolley for junction box install.

Each actuator is wrapped in a color coded electrical tape, with matching tape on each wire run along the festoon.  The festoon runs the length of the lathe and back into the nearby operator's shed. 

Weathertight junction box with wiring for each actuator. 

The cabinet is secured in the operator's shed with the addition of a fused mains power disconnect. This ensures the control cabinet can be opened safely. 

With the wiring complete the actuators are calibrated to the minimum diameter log. The lathe is now ready for operation. 

Finished control cabinet installation with fused disconnect. 


Operation

With the installation complete, the lathe returns to service. 

Turn the volume down before playing this video. The lathe is very loud during operation. 


Friday, January 3, 2025

Lathe Headstock Analysis

 Existing lathe headstock

The lathe's original headstock is a metal pipe with seated bearings locked in place to a steel plate welded along the web of an I beam. The shaft of the headstock is the axle of a truck with a locking hub for a front differential. A cylinder and plate are welded to the wheel hub with ground spikes secured through the plate to skewer the logs.

Headstock Replacement Specifications and Constraints

Facilitate Wasatch Timber’s product offering of 6-inch diameter logs. The primary requirement is that the cutting heads must have a ¼ inch clearance with the faceplate during operation. Additional requirements are  that the shaft have a centering spike to line up the logs, have a fatigue life of 10^6 cycles, and a safety factor of 3 against yielding. The bearings must be rated for the dynamic load of the log. Furthermore, the skewering teeth must be no longer than 1.5 inches with a safety factor greater than 2, and they should be easily replaceable.

Prototype Design

The prototype headstock is a shaft with removable keyed faceplate secured by keyed shaft collars. The faceplate has eight replaceable bolts machined to a point to skewer the log. The assembly is secured to a plate with two tapered roller bearings. The skewering teeth’s dimensions are determined by Wasatch Timber’s requirements for the teeth to be no longer than 1.5 inches from the faceplate. 

Attachment

Failure Analysis

The largest logs weigh up to ~4,300 lbs. The minimum shaft diameter was determined to be 1.75 inches while still satisfying the required fatigue life with a safety factor of 3 against yielding as shown below. 

The initial analysis was conducted using MATLAB for determining the minimum acceptable shaft diameter and the minimum acceptable minor diameter for the bolts that would guarantee an operational safety factor of 2. The results show that the minimum acceptable shaft diameter is 1.75 inches while the minimum acceptable minor diameter for the bolts was approximately 0.46 inches given that 9 bolts were used. 

Testing Methods

To validate the final headstock design two finite element models were created. The first model created was used to simulate the loading along the headstock assembly to analyze the shaft and bolt stresses and displacements. The second model was used to simulate the stress acting on the faceplate under maximum load with the addition of preloaded bolts.

1st ANSYS Model Setup: Shaft and Bolts

The first ANSYS model was created to analyze the shaft and the bolts. After importing the model from SolidWorks, the following boundary conditions were applied: the feet of each pillow block was fixed (A-B), the end of the shaft was fixed (C), a torque of 378 lb*in (applied from the motors) was applied along the faceplate (D), and a force of 237.16 lbf (½ max log weight divided by number of teeth) was applied on each tooth (E-J)

2nd ANSYS Model Setup: Faceplate Setup

For the second ANSYS model, the same boundary conditions were applied as the first ANSYS model with the addition of a preload force acting through each of the bolts. The preload force was calculated to be 17,040 pounds. 


Results

1st ANSYS Model Results: Shaft and Bolts

From the results of the simulation, the maximum stress for the shaft was found to be located where the shaft coincides with the front face of the first bearing, and the maximum stress found in the bolts (teeth) was located along the minor diameter in the thread closest to the nut as was expected for both.


Using FEA, after applying a point load at the end of the rod of 2134.5 lbf for ½ max log weight, the maximum stress in the shaft was found to be 23.37 ksi. The expected maximum stress acting on the shaft was calculated to be 22.3 ksi. This was calculated by treating the shaft as a cantilever rod with a length that was equivalent to the length from the end of the shaft to the front face of the first bearing (5.5 inches). The difference between the FEA results and hand calculations for the maximum shaft stress was 4.29%. 

The maximum stress that was found for the bolts with FEA was 59.87 ksi while the expected maximum stress was calculated to be 59.80 ksi. This resulted in a difference of 0.12% between the FEA results and hand calculations.

The total deformation of the headstock assembly was also analyzed using the FEA model. The maximum deformation seen in the model was approximately 0.039 inches. The image below shows the location of the maximum displacement to be at the tip of one of the teeth.


2nd ANSYS Model Results: Faceplate

From the results of the 2nd ANSYS model, the maximum stress found in the faceplate was approximately 40.5 ksi. For a faceplate made from 1045 carbon steel, this was below the desired safety factor of 2 for the yield strength. Therefore, this was determined to be too little for the maximum loading scenario. 

However, heat treatment was determined to be a viable solution for increasing the yield strength of the faceplate. Blanchard Metal (a local company in Utah) agreed to harden the face plate to a yield strength above 200 ksi.


Additonal Images

Isometric view of internal contact pressure for 2nd ANSYS model.

Side view of internal contact pressure for 2nd ANSYS model.

Isometric view of contact status for 2nd ANSYS model.

Side view of contact status for 2nd ANSYS model

Maximum stress points on bolts (teeth) inside faceplate