Assessing the Effects of Coupler Force and Train Speed on Freight Car Curving Resistance
By Matthew Dick, Gary Wolf and Jack Chislett • October, 2008
Reducing fuel costs and consumption are at the top of every railroad’s agenda. The drive to reduce fuel-related costs has launched an array of proposed techniques, modifications and new practices. Rail Sciences, Inc., simulated a number of potential fuel-saving options to determine if operational changes could decrease curving resistance and corresponding fuel consumption — specifically as they relate to controlling coupler force and train speed.
A number of forces make up the resistance that is applied to moving a train. These include aerodynamic, inertial and grade forces; track deflection and suspension damping; curving resistance; and bearing and wheel/rail friction.
Many factors, such as grade forces, are inherent and cannot be changed. Curving resistance, however, is a factor that can be influenced by the drawbar force to possibly yield beneficial results. Three aspects of curving resistance were investigated as part of this study: energy loss at the wheel/rail contact patch; and energy loss relating to vertical and lateral track deflection.
Energy loss at the contact patch is caused when wheelset movement is restrained during curving, causing relative slip at the wheel/rail contact patch. This “slip,” which is known as “creepage,” creates longitudinal and lateral forces that help dictate wheelset steering. Energy loss at the contact patch is equivalent to the creepage multiplied by the creep force, which is similar to a standard energy equation: work energy equals force multiplied by distance. Figure 1 shows a schematic that describes this energy loss.
Energy loss caused by vertical track deflection occurs through the act of a wheel depressing the track vertically as it moves along the rail. The two main aspects of vertical track deflection energy loss are track damping and track inertia. Curving at overbalance or underbalance speeds affects the individual vertical wheel loads that are imparted from the vehicle to the track. The lateral coupler load also has an effect. However, under steady-state curving conditions, the sum of the vertical wheel loads remains close to the static weight, regardless of curving conditions. Running at overbalance speeds puts more wheel load on the high rail, but reduces an equal amount of wheel load from the low rail. The sum of the vertical wheel loads remains roughly equal to the static weight of the car. Assuming a linear relationship of vertical track deflection to energy loss, the actual energy loss would be the same regardless of curving conditions. An analogy to this is that the total force seen by the floor is no different whether you stand on one foot or on two.
There is, however, an exception to this rule. During steady-state curving at balance speed, an inertial downward force is created that increases the total vertical force into the track. The centrifugal force that a train generates when traveling around a curve is similar to the downward force a racecar experiences when negotiating a banked curve. For a rail car, however, this change is less that 2% of the total vehicle static load. While the energy loss due to vertical track deflection is important and significant, it cannot be significantly changed due to coupler force and train speed. Therefore, it was not considered in the simulation analysis.
Lateral track deflection also has energy loss associated with it. Unlike vertical track deflection, however, it can be influenced by coupler force and train speed. When an individual rail is laterally displaced, there is hysterics energy loss due to the frictional sliding surfaces between the rail and tie plate/fasteners, as well as between the tie plate and tie. Sample test data (shown in Figure 2) depicts the hysteresis “loop” of energy loss as multiple wheels laterally displaced a rail during curving. Admittedly, there is not enough test data currently available to accurately assess the energy loss due to various combinations of vertical and lateral wheel forces that occur during lateral rail deflection. However, in recognition of the importance of lateral track deflection, lateral wheel force was included as a computer model output.
Simulation Parameters
Vehicle dynamics simulations were performed to investigate the influence of coupler force and train speed on curving resistance during steady-state curving. VAMPIRE™ software was implemented for the study. Simulations included both a loaded and empty 286,000-pound coal car with Barber S-2-HD trucks. Curvatures of 2, 4, 6, 8, and 10 degrees were simulated with 1-inch underbalance superelevation of the rated curve speed. In-train forces were applied to the vehicle models. The empty car had -200 kips to 200 kips coupler force applied in 50-kip increments, the loaded car had -400 kips to 400 kips coupler force applied in 50-kip increments. A new wheel and new rail contact profile was simulated. However, an additional contact profile using moderately worn wheel and rail profiles were simulated, as well, to investigate if there are any significant profile influences on the resulting curving resistance. (Note that the moderately worn wheel and rail profiles did not have two-point contact.) Figure 3 illustrates the wheel/rail profiles used in the simulations. In total, approximately 2000 simulations were performed; however, batch pre- and post-processor programs were created to ease the workload of all the computer simulations.
Energy loss at the contact patch and lateral wheel load were evaluated as model outputs. In order to simplify the results, the “total” contact patch energy loss and “total” lateral wheel load was calculated for the vehicle model. The total lateral wheel load was intended to characterize how well the vehicle is curving by summing all of the lateral wheel forces it imparts to the rails. A good curving vehicle will impart a low total lateral wheel force, while a poor curving vehicle will impart a high total lateral wheel force.
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JULY 2008
"Wheel/Rail Interaction ’08: Data to Information"
READ ARTICLE
JANUARY 2006
"Curve Superelevation: Problems and Solutions"
READ ARTICLE
SEPTEMBER 2004
"Truck Warp: Causes and Cures" (Part 1 of 2)
READ ARTICLE
OCTOBER 2004
"Truck Warp: Causes and Cures" (Part 2 of 2) READ ARTICLE
AUGUST 2004
"Effects of Rail Cant on Wheel/Rail Forces and Derailment Potential"
READ ARTICLE
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