2.1. Operating Principle of HPGRs
Figure 1 illustrates the structure of the HPGR, which primarily consists of the feed chute, fixed roll, floating roll, hydraulic cylinders, and other key components. The operational principle of the HPGR relies on the application of compressive forces between two counter-rotating rolls, facilitating interparticle breakage through a bed compression mechanism. The throughput model for the HPGR can be derived based on several factors, including roll gap width, roll diameter, roll rotational speed, roll surface length, and the density of the material bed. According to the law of mass conservation, the mass of material within the compression zone remains constant. Assuming no relative slip occurs between the roll surfaces and the material, the unit throughput
of the HPGR can be expressed as
In the equation, represents the unit throughput of the HPGR at any central angle , ; represents the material density at any central angle , ; represents the roll gap at any central angle , ; represents the linear speed of the rolls, ; and stands for the roll width, .
Equation (1) provides the theoretical throughput expression based on the law of mass conservation, offering a physical basis for understanding the passage capacity of the HPGR. However, this equation relies on idealized assumptions, such as no slip and constant material bed density, which are difficult to strictly satisfy in actual dynamic crushing processes. Therefore, instead of directly calculating throughput using Equation (1), this study treats it as a theoretical reference. The actual throughput is directly obtained from the mass flow sensor installed at the discharge outlet in EDEM, which more realistically reflects the instantaneous passage capacity during the dynamic crushing process.
Throughout the comminution process of the HPGR, the rotational speeds of both the floating roll and the fixed roll remain constant. The floating roll undergoes reciprocating transverse displacement due to the compressive forces from the material and counteracting hydraulic forces. This transverse movement resembles a spring–damper system, as illustrated in
Figure 2. The dynamic model of the floating roll was first proposed based on the relevant studies by Bauer and has since been widely adopted in the dynamic analysis of HPGRs [
19]. Based on this model, Rodriguez developed a dynamic simulation model of the floating roll and systematically investigated the influence of key process parameters on HPGR performance [
20].
As shown in
Figure 2, the positive direction is defined as the rightward movement of the floating roll. According to Newton’s second law, the motion of the floating roll can be described by the following differential equation:
In the equation, , , and represent the displacement of the floating roll at the current time, m; velocity, ; and acceleration, . The spring restoring force opposes the displacement and therefore takes a negative sign, . The damping force opposes the velocity and therefore takes a negative sign, . The external force is the force exerted by the material on the floating roll, with the rightward direction taken as positive, . The spring stiffness depends on the equivalent stiffness of the hydraulic system, ; while the damping coefficient reflects the energy dissipation characteristics of the hydraulic oil and sealing system, . is the mass of the floating roll, . is the time interval, .
The explicit Euler method is used to integrate the acceleration over time:
In the equation, , , and represent the displacement of the floating roll at the next time step, m; velocity, ; and acceleration, .
The dynamic roll gap is defined as
where
is the roll gap size at the current time,
;
is the static roll gap,
. The model assumes that the floating roll moves only in the horizontal direction and that both spring and damping forces are linear, which is suitable for describing small-amplitude dynamic fluctuations of the roll gap.
2.2. Ore Particle Model
This study investigated vanadium–titanium magnetite obtained from the Chengde region in Hebei Province, China. To establish accurate parameters for simulation, the physical and contact parameters of the ore were calibrated through uniaxial compression tests, collision tests, and friction coefficient experiments. The findings are illustrated in
Figure 3a–c and summarized in
Table 1 and
Table 2. For analysis, the average values from three repetitions of each test were utilized.
Cleary systematically described the implementation framework for simulating particle breakage using the particle replacement method in DEM [
12]. Building on this foundation, Barrios conducted further in-depth research on the particle replacement model [
21]. Tavares developed a stochastic particle replacement strategy that enables accurate representation of fragment size distributions and accounts for particle weakening by repeated stressing, which has been systematically implemented and validated for spherical particles in DEM simulations [
22]. The Tavares breakage model effectively simulates the crushing of iron ore under high-pressure conditions. This model operates on the principle of energy conservation, where particles break when the impact energy exceeds the breakage energy. Particles that remain intact sustain damage, thereby reducing the breakage energy required for subsequent impacts [
23]. Additionally, the model can also statistically predict the particle size distribution after breakage, directly reflecting the crushing performance. A schematic diagram of the Tavares breakage principle is illustrated in
Figure 4.
The Tavares breakage model calculates the specific breakage energy assigned to individual particles by considering their size, mean breakage energy, and standard deviation, in accordance with the distribution described by the equation [
24,
25].
In the equation, represents the breakage energy distribution, ; represents the median value of the energy distribution, ; represents the upper limit of the energy distribution, ; and represents the standard deviation.
In the DEM simulation, the current impact energy is calculated for each contact between particles or between a particle and the roll surface. The normalized impact energy is first calculated using Equation (6) and then substituted into Equation (5) to obtain the breakage probability . A random number uniformly distributed in [0, 1] is generated, and the particle is determined to break if this random number is less than .
The median breakage energy is given by the following formula:
In the equation,
represents the ultimate breakage energy,
;
and
represent the hardness of the particle and steel,
;
is a parameter adjusted based on experimental data; and
represents the characteristic particle size in the ore,
.
represents the particle size,
.
In the equation, represents the breakage energy of the particle, ; represents the effective collision energy, ; represents the damage coefficient; and represents the damage accumulation coefficient. The Tavares breakage model primarily relies on the parameter .
When a particle is compressed but does not break, its breakage energy is updated according to Equations (8) and (9). The damage coefficient
increases with cumulative impact energy, making the particle more susceptible to breakage in subsequent impacts. After each impact, the particle’s current breakage energy is updated as
. Damage accumulation is tracked through user-defined particle properties, with each particle independently recording its cumulative damage value.
In the equation, and represent parameters adjusted based on experimental data. A higher value of indicates that the newly generated particles are finer.
When a particle is determined to break, the
value is first calculated using Equation (10), which represents the mass percentage of fragments smaller than one-tenth of the parent particle size [
26]. Based on the empirical relationship between
and the fragment size distribution established by the Tavares team, the complete fragment size distribution is then generated. The number of fragments is automatically calculated based on the parent particle mass and the fragment size distribution, ensuring mass conservation before and after breakage.
Based on the research findings of the Tavares team and referring to the parameter calibration by Rodriguez [
20], the obtained fracture parameters are listed in
Table 3.
,
, and
were determined by the uniaxial compression test shown in
Figure 3a;
and
were fitted from multiple impact tests;
was determined by cyclic loading tests; and
was set to 2 mm to avoid excessive computational cost.
2.3. DEM-MBD Co-Simulation Model
Based on the HPGR-3516 test prototype (
Figure 5a) as a foundation, a simulation model of the HPGR was developed, with equipment parameters outlined in
Table 4. Based on the geometric structure and kinematic relationships of the test prototype, a discrete element method (DEM) model was created in EDEM software 2022, while a multi-body dynamics (MBD) model was constructed in Recurdyn 2022. Real-time data exchange was facilitated through the co-simulation interface to accurately replicate the motion process of the HPGR. The co-simulation workflow is illustrated in
Figure 6.
As shown in
Figure 5b, a geometry bin and a mass flow sensor were positioned at the discharge outlet within the EDEM 2022 to monitor the particle size of the crushed product and the mass flow rate. The dynamic roll gap was obtained from the displacement output of the floating roll in RecurDyn 2022, which was updated at each time step and accurately reflects the transient variation in the roll gap. This direct measurement approach avoids the deviations introduced by the idealized assumptions in theoretical formulas and is consistent with the measurement methods adopted by Negata and Rodriguez [
16,
20].
In constructing the simulation model, the force exchange used an explicit coupling scheme. At each time step, EDEM 2022 transferred the contact forces on the rolls to Recurdyn 2022, which then calculated the displacement of the floating roll and updated its position. Both solvers used the same time step of 1 × 10−6 s, and no time lag was assumed between solvers. The roll motion was treated dynamically, considering the inertia, damping, and spring forces of the floating roll. It was also assumed that the floating roll moves only in the horizontal direction, and both spring and damping forces are linear, which is suitable for describing small-amplitude dynamic fluctuations of the roll gap.
2.4. Feed Condition Settings
To examine the impact of feed top size on equipment performance, three feed scenarios with varying top sizes (8 mm, 12 mm, and 16 mm) were prepared based on the actual screening results of the run-of-mine ore. To isolate the influence of feed top size, these three feed materials were designed to have similar particle size distribution characteristics. The cumulative particle size distribution curves are presented in
Figure 7, and the characteristic parameters for each size fraction are detailed in
Table 5. The particle size distributions for the simulation feeds were determined in accordance with the experimental data.
In the feed settings, spherical particles were used as an approximation, neglecting the effects of particle angularity. Particles within the same size class were assumed to have uniform physical and mechanical properties, with only particle size varying across different size classes. The material was pre-dried to eliminate moisture interference. Furthermore, sidewalls and cheek plates were geometrically included in the model. Since this study primarily focuses on the influence of process parameters on performance, the effects of confinement and pressure buildup are not the main concern. The HPGR-3516 has a relatively large diameter-to-width ratio, and the influence of sidewall friction on pressure accumulation in the central region is limited. Therefore, wall effects were assumed to be secondary. This assumption was based on the findings of Rodriguez [
20], who reported that sidewall effects on the pressure distribution in the central region are negligible for HPGRs with a large width-to-diameter ratio.
HPGRs necessitate a specific material column height to exert pressure on the particle bed [
27]. According to the findings of Cleary [
12], the material height in the hopper should be at least equal to its width. Therefore, in the simulation, the feed height was set equal to the roll width, and only data obtained after the particle accumulation reached this height were deemed valid. Additionally, a constant particle generation rate of 20 kg/s was sustained to ensure a stable crushing process. The material was assumed to be uniformly distributed within the bin, and the material pressure in the bin was assumed to originate solely from the height of the material column, neglecting frictional effects from the bin walls.
2.5. Research Methodology Design
This study investigated the impact of feed top size, roll speed, and specific press force on HPGR performance. Prior to the analysis, the three key performance indicators were defined as follows: Throughput is the total mass of material processed by the HPGR per hour during stable operation (t/h), with larger values indicating better performance. The qualified particle size passing rate (QPR) is the mass percentage of particles smaller than 1 mm in the crushed product, with larger values indicating better performance; here, 1 mm was adopted as the qualified particle size threshold based on the actual product size requirements of the enterprise, reflecting the crushing efficiency of the equipment. The roll gap is the minimum distance between the two roll surfaces (mm), obtained through displacement monitoring in the simulations, with smaller values within the range of 6–16 mm indicating better performance.
The selected roll speed and specific press force were limited by equipment design parameters and complied with the recommended ranges of the national standard GB/T 45682-2025 [
28]. The feed top sizes were determined based on the standard’s provision that feed size is generally 2–2.5% of roll diameter, combined with industrial practical experience that the maximum crushable size is 16 mm, effectively covering the actual operating window.
To facilitate an effective simulation study, a three-factor, three-level design was utilized, with detailed specifications outlined in
Table 6. This methodology allowed variation in the three key factors across multiple levels, thereby enabling a more thorough assessment of their influence on HPGR performance.
To examine the influence of each factor, this study utilized the Box–Behnken design (BBD) for regression analysis [
29], consisting of 17 simulation runs, each performed in triplicate, and the results were averaged. BBD is a response surface methodology (RSM) that effectively evaluates interaction effects and nonlinear relationships among various factors, making it suitable for constructing quantitative prediction models between multiple variables and responses [
30]. This methodology was employed to develop a performance prediction model for the HPGR using multivariate linear regression. The coded prediction model is
In the equation,
is the response value of the performance indicator,
represents the coded value of the influencing factor, and
represents the corresponding coefficient in coded space, as illustrated in Equation (12).
where
represents the coded value of the k-th level of the j-th influencing factor, while
N represents the total number of simulation runs.