The safe and stable operation of converter transformer
as a key device of DC transmission system
is crucial. Due to the long cantilever structure
the dry-type valve-side bushing of the converter transformer has a high risk of cracking in high seismic intensity regions. Existing research has usually overlooked the factors including the nonlinear temperature-dependent characteristics of epoxy materials and thermal expansion coefficient mismatches among components
and seismic dynamic response of bushing under thermal-mechanical coupling remains unclear. Addressing these issues
we established a thermal-mechanical coupled finite element model for ±500 kV converter transformer dry-type valve-side bushings. The influence of whether the thermal field was considered or not on the seismic response was compared
and the response characteristics were investigated for different installation inclination and peak seismic acceleration. The results show that thermal field slightly affects the characteristic frequencies
acceleration responses
and displacement responses
but significantly affects the stress responses. Under the consideration of the thermal field
the safety factor of the bushing is seriously insufficient
and the stress of the core root exceeds the tensile strength of the epoxy material. Although increasing the installation inclination can slightly reduce the stress
it still does not satisfy the safety factor regulation. The increase in load current leads to an increase in bushing temperature and stress peaks;meanwhile
when the load current reaches 1 000 A
the stress peak increases significantly. For high-intensity seismic application