This chapter details the methodology for analyzing transformer behavior under a GIC, including the classification of GIC components, the development of a multi-physics coupling model, and procedures for both numerical simulations and experimental validation.
2.1. Analysis of GIC Time-Domain Fluctuation Characteristics
This section analyzes the time-domain fluctuation characteristics of a GIC based on the field data from the Ling’ao Nuclear Power Plant, providing the foundation for component classification.
Geomagnetic storms caused by solar activity result in global disturbances in the Earth’s magnetic field. This phenomenon induces ground potential differences between substations, generating a GIC that flows through grounded transformers into the power grid [
15]. The disturbance current, defined as
IGIC, has an intrusion path into power grid transformers, as illustrated in
Figure 1.
Based on the measured data of geomagnetic storm intrusion into the Guangdong Ling’ao Nuclear Power Plant, the time-domain fluctuation characteristics of
IGIC are analyzed. The monitoring data of the neutral point current in the main transformer during a typical geomagnetic storm day are shown in
Figure 2a, and the variation rate of the geomagnetic horizontal component monitored by the Zhaoqing geomagnetic observatory is shown in
Figure 2b [
17].
As shown in
Figure 2, the neutral point current of the main transformer is closely correlated with the variation in the geomagnetic horizontal component, with their peak moments perfectly coinciding. Investigation reveals that the nearby HVDC system was not operating in monopole mode during this period, confirming that the neutral point current is
IGIC induced by geomagnetic storms. As shown in
Figure 2a, the GIC in phase I exhibits significant fluctuations (up to ±70 A), while in Phase II, the amplitude variation is confined to ±3 A over an hourly scale. This distinction arises from the differing geomagnetic activity states:
Phase I corresponds to intense solar wind–magnetosphere interactions, driving rapid variations in the geomagnetic horizontal component. Therefore, IGIC in phase I is defined as the fluctuating component If.
Phase II represents the decay phase of geomagnetic activity, where stabilized solar wind conditions lead to subdued dH/dt variations. At the power frequency cycle scale (20 ms), these slow GIC fluctuations can be approximated as DC, aligning with the “constant component Ic” definition.
Further, a typical time period within phase I of the geomagnetic storm day is selected, as shown in
Figure 3. The fluctuation in
IGIC exhibits instantaneous mutations and long-term continuous changes, which are relatively slow compared to the power frequency cycle (0.02 s for 50 Hz systems). Therefore, it can be regarded as quasi-DC.
In addition, the GIC monitoring data in
Figure 3 exhibit a nominal sampling interval of 3 s, with occasional extensions to 5–15 s due to transient communication delays (no long-term data gaps). Importantly, GIC variations during geomagnetic storms exhibit low-frequency characteristics (minute-to-hour scales), and their key features—such as abrupt mutations and amplitude trends—can be effectively analyzed even with extended sampling intervals. The typical fluctuating component in this study was identified based on actual sampled data points. Linear interpolation was employed solely for visualization purposes and does not compromise the reliability of core conclusions. In summary, non-uniform sampling and interpolation align with the low-frequency nature of GICs and the macroscopic research objectives. These treatments do not affect the validity of the disturbance difference analysis between fluctuating and constant components.
2.2. Modeling Process
Building on the GIC classification, this section develops the EMAC model to quantify the electromagnetic, mechanical, and acoustic interactions.
With GIC disturbance, the transformer exhibits an unstable performance of excitation oversaturation, current distortion, and leakage increase. Then, the increased stress of the transformer components is caused by the deviation of electromagnetic parameters, which may lead to abnormal vibration and noise. Therefore, the propagation path of GIC disturbance is formed in the electromagnetic–mechanical–acoustic field through the aforementioned processes.
A circuit model of a three-phase transformer under GIC disturbance is established as shown in
Figure 4, with the disturbance current injected from the primary side.
Here, uA, uB, and uC are the primary side voltages; iA, iB, and iC are the primary side currents; ua, ub, and uc are the secondary side voltages; ia1, ib1, and ic1 are the secondary port currents; icn is the secondary-side circulating current in the delta-connected windings; r1 and r2 are the winding resistances; and LA/LB/LC and La/Lb/Lc are the primary/secondary self-inductances. The mutual inductances MAs/MBs/MCs represent couplings between the primary windings (A/B/C) and the secondary windings, while Map/Map/Map denote couplings between the secondary windings (a/b/c) and the primary windings.
The time-domain circuit differential equation is derived as follows:
In Equation (1), ids and idp represent the current increments induced by mutual inductance coupling in the primary and secondary windings, respectively. Specifically, ids arises from the interaction of primary-side mutual inductances (MAs, MBs, and MCs), which model electromagnetic coupling between the primary-phase windings (A, B, and C) under GIC disturbance. Conversely, idp stems from the secondary-side mutual inductances (Map, Mbp, and Mcp), describing the current interactions within the secondary windings (a, b, and c). These terms are critical to capturing cross-phase electromagnetic interactions in the transformer circuit. Additionally, UGIC is the voltage drop induced by IGIC.
The magnetic model with GIC disturbance is established, and the model was solved by Galerkin [
18].
where
GGIC is the Galerkin residual;
Mm is the vector weight function;
v is magnetic reluctivity;
A is the vector magnetic potential;
JAC is the AC excitation current density;
JGIC is the disturbance current density;
n is the normal vector; d
V is the differential increment of volume integral; and d
S is the differential increment of the surface integral.
The above equation is discretized to obtain a system of algebraic equations from which
A can be solved. Then, the electromagnetic parameters, such as magnetic flux density
B, magnetic field intensity
H, and magnetic field energy
W, can be further calculated.
The electromagnetic force on the component can be calculated through the solved parameters in electromagnetic model.
where
Fk is the electromagnetic force of the coil or iron core in the direction k, and the definition range of k is {x, y, z}.
With electromagnetic force
F as the excitation of mechanical model, electromagnetic–mechanical coupling is achieved. A more significant axial force scenario is focused on in this paper, and the axial mechanical models of the winding and core are shown in
Figure 5.
In
Figure 5a, pie winding is replaced by a rigid mass block, the coil damping is represented by a damper, and the insulation pads are represented by springs. The pre-tightening force of the end pads is set as
Fy. The mathematical model for the axial mechanical vibration of winding is built [
19].
where
n is the number of winding coils;
m is the mass of a single pie winding;
C is the damping coefficient;
Kh,
Km, and
Ke are the stiffness coefficients of the head, middle, and end pads, respectively;
sw,
v, and
g are the displacement, velocity, and acceleration vectors of the winding node; and
Fw and
G are the electromagnetic force and gravity of the transformer winding. Since the stiffness of the insulation pads and winding coils remains essentially unchanged, the material parameters can be considered constant when the pre-tightening force is constant.
Figure 5b shows the axial vibration equivalent model of the core.
F + d
F represents the force on the cross-section of the core unit.
where
E is Young’s modulus; ∂
x/∂
y is axial strain;
f(
y,
t) is the magnetostrictive force on this mass unit;
y and
t are position and time, respectively;
ρ is iron core density, defined as 7650 kg/m
3; and
Sc is the cross-sectional area, with a value of 0.00836 m
2.
Vibration acceleration
g can be calculated by vibration displacement
s.
Subsequently, an acoustic fluctuation model is further constructed to study the noise effects of the transformer. The vibration acceleration
g obtained from the electromagnetic–mechanical model is used as the excitation for the acoustic model, thereby achieving mechanical–acoustic coupling.
where
ρk denotes air fluid density, with a value of 1.21 kg/m
3;
qd stands for the dipole domain source, representing periodic forces from vibrating surfaces (e.g., core/windings) that drive acoustic excitation;
pt is the total sound pressure;
pb is the background sound pressure (set to 0 Pa due to the ideal environment); and
p is the transformer sound pressure.
The acoustic field fluctuations around the winding and core are calculated based on acoustic principles.
where
v is the speed of sound;
Q denotes the monopole domain source, representing a volumetric pulsation source, where periodic expansion or contraction of a small fluid volume (e.g., air in the transformer’s surrounding medium) generates spherical sound waves.
By analyzing the sound pressure variations, the sound pressure level
Lp of the transformer is calculated.
where
P is the valid value of the sound pressure;
Pref is the reference sound pressure, taken as 20 μPa.
Based on electromagnetic–mechanical–acoustic sequential coupling, the multi-physics coupling model of the transformer is shown in
Figure 6. By solving this model, the key feature parameters of each physical field can be extracted, and a multi-feature information database can be built. Time index and mode labels are introduced to correlate the feature information across different fields. The specific steps of the feature extraction method based on multi-field coupling are as follows:
(1) Electromagnetic coupling: With time t as the index, electromagnetic information at time tk is obtained. The winding current ik at tk is used as the excitation input to the current-carrying domain and the magnetic connected domain. Meanwhile, the control parameters (IGIC and load rate β, defined as the percentage of the actual load to the rated load (e.g., β = 0 for no load; β = 100% for full load)) are input. The electromagnetic spatial–temporal distribution of the transformer is solved to obtain the feature information such as magnetic flux density B.
(2) Electromagnetic–mechanical coupling: Based on the magnetic information obtained from the electromagnetic coupling, the electromagnetic force Fk of component at tk is calculated. In the mechanical vibration domain, Fk is taken as the excitation to obtain the vibration acceleration gk of the winding and the core.
(3) Mechanical–acoustic coupling: In the multi-feature information database, gk of the component at tk is extracted. In the noise propagation domain, gk is input as excitation to obtain sound pressure pk.
(4) The iterative process of feature information extraction: With t as the link index, the solution is found using the physical evolution mechanism of EMAC. The control parameters IGIC and β are used as mode labels, and the feature information of each field is stored in the multi-feature information database along with the corresponding control parameters. The field parameters are then updated for the next time step. If the absolute convergence norm is less than the preset threshold or the number of iterations does not reach the upper limit, the multi-field solution at time tk+1 is carried out; otherwise, the iteration ends.
Utilizing the proposed information extraction method, the multi-field spatial–temporal distribution of the transformer components can be studied under different disturbance currents and load conditions. Additionally, a multi-feature information database is constructed to facilitate the division of state intervals for the transformer under GIC intrusion.
2.3. Simulation Process
This section describes the preprocessing steps for numerical simulations, including the construction of a three-dimensional finite element model, the measurement of transformer parameters, and the definition of boundary conditions for the electromagnetic, mechanical, and acoustic domains.
Taking an actual three-phase three-limb transformer (BSS-1000VA, manufactured by Jianhua Electric Appliance Factory, Jilin, China) as the research object, a three-dimensional finite element model is constructed using finite element analysis software COMSOL Multiphysics 6.0. The specific parameters of the transformer are shown in
Table 1.
Given the complexity of the transformer structure, simplifications are made to the core, windings, and other components during the simulation modeling process to improve the stability and efficiency of the numerical calculations.
(1) The material parameters of the winding and core are obtained through tensile-compression tests and linearized. This approximation is valid for the quasi-static-to-low-frequency GIC disturbance investigated here, where material behavior remains within the linear elastic range [
20].
(2) Microscale air gaps between the winding disks and the core laminations were omitted. Given the tight mechanical assembly of the experimental transformer, these gaps have a negligible impact on macroscale multi-field interactions (e.g., electromagnetic force–vibration correlations). This simplification aligns with the common practices in transformer modeling [
21].
The different physical fields are preprocessed as follows:
(1) In electromagnetic coupling, a three-phase current is input to the coil as excitation for the electromagnetic model. The parallel outer boundary condition of magnetic induction is applied to the magnetic connected domain, while the other boundary conditions are set as the natural boundaries.
(2) In electromagnetic–mechanical coupling, the base of transformer is set as a fixed constraint considering the axial vibration of the components, while the other parts are set as default constraints.
(3) In mechanical–acoustic coupling, the environmental background sound pressure is set to 0 Pa, and it is assumed that external environmental noise has no effect on the transformer sound pressure. With the sound propagation boundary set to be a perfectly matched layer, sound reflection and refraction errors of sound are ignored.
Taking
IGIC at the typical moment in the measured data of
Figure 3 (
k1 = 0.7529,
k2 = −9.0613) as an example, the fluctuating component disturbance is set. Meanwhile, the corresponding constant component disturbance is set for comparison. The disturbance current control equation is as follows.
The disturbance control parameters include the disturbance level control factor
h and the time-domain fluctuation control factor
k, which are detailed in
Table 2. Among them,
h ∈ {0, 0.5, 1, 1.5, 2, 3} represents the DC disturbance level of
IGIC, where
h = 0 indicates no disturbance, and
h ≥ 0.5 corresponds to increasing DC levels (e.g.,
h = 3.0 represents a severe disturbance condition);
k = {
k1,
k2} = {0.7529, −9.0613}, representing the temporal variation in the disturbance current. This describes the rising and falling slopes of the disturbance current waveform, with a larger |
k| indicating more abrupt fluctuations.
Considering the different load modes (β = 0, 50%, 100%) in the operating condition control parameter, the variations in electromagnetic–mechanical–acoustic feature parameters are simulated and analyzed in different modes.
The observation points ①–④ are arranged considering the structural characteristics of transformer, as shown in
Figure 7.
2.4. Experimental Process
This section outlines the experimental steps for acquiring multi-physics signals, providing the basis for virtual–physical validation.
Taking the three-phase three-limb experimental transformer (BSS-1000VA, manufactured by Jianhua Electric Appliance Factory, Jilin, China) as an example, the dynamic experiment platform is built, as shown in
Figure 8. The current and vibration acceleration signals are measured via a transformer multi-functional online monitoring recorder (RK-TOLMR manufactured by Dingxin Technology Co., Ltd., Shenzhen, China), which integrates current sensors (JXK-10, manufactured by Qidian Automation Technology Co., Ltd., Huaibei, China) for electrical signal acquisition and interfaces with the vibration sensors (JF2100-T, manufactured by Hangzhen Instrument Factory, Shanghai, China). According to the standard of transformer noise monitoring [
22], transformer noise is monitored using the sound level meter (AR824, manufactured by Smart Sensor, Dongguan, China).
The specific experimental procedures are carried out as follows:
(1) Component Integration and Initial Setup: All the components are interconnected, and monitoring units are integrated into the system. The rated voltage on the primary side of the transformer is achieved by adjusting voltage regulator T1 within the voltage regulation unit. The variations in transformer load rates are subsequently implemented through controlled adjustments of the sliding rheostat in the load regulation unit.
(2) Disturbance Current Modulation: Switch K is closed to engage the disturbance current regulation unit, which incorporates a signal generator (DG4100, manufactured by Dongguang Instrument Factory, Changchun, China) and a sliding rheostat. The waveform of disturbance currents under different operational modes is governed by configuring the output frequency of the DG4100 signal generator. The amplitude of these currents is controlled through adjustments to the sliding rheostat.
(3) Data Acquisition: The vibration data are collected using the piezoelectric acceleration sensors JF2100-T within the vibration monitoring unit, with observation points selected to align with the simulation framework. Concurrently, noise signals are captured by the AR824 sound level meter integrated into the noise monitoring unit.
The piezoelectric acceleration sensors (JF2100-T) and the sound level meter (AR824) utilized in the experiments were factory-calibrated by the manufacturer and included third-party calibration certificates from an accredited laboratory, ensuring compliance with the international standards for vibration (ISO 16063-44) [
23] and acoustics (GB/T 3785.1-2010) [
24]. The calibration covered essential parameters such as sensitivity and frequency responses, with stated uncertainties suitable for this study’s measurement requirements. Prior to data collection, functional checks were performed under no-load conditions to verify stable baseline signals and eliminate any zero-point drift. To ensure spatial consistency, the sensors installed at symmetric observation points were cross-validated, with signal amplitude differences controlled within 5% across all the operational modes.