In light of intensifying global climatic shifts, the durability analysis of bridge structures under fluctuating and intricate environmental conditions has gained paramount importance. Historically, durability assessment methodologies for bridges have been predominantly centered on static and dynamic stress analyses, with the multifaceted influences of climate change largely overlooked. Furthermore, a linear hypothesis underpins many of these methodologies, rendering them less adept at encapsulating complex thermal-mechanical interactions and inherent non-linear behaviours. In response to these limitations, a novel thermodynamic model, which duly incorporates climate change determinants, was introduced in this study. Emphasis was placed on two pivotal domains: the computation of shear bearing capacities in oblique bridge sections influenced by thermal-mechanical coupling, and the intricate nonlinear thermal-mechanical coupling analyses of bridges. By addressing these gaps, the study endeavours to present a more holistic and precision-driven methodology for evaluating bridge structure durability. Beyond its theoretical significance, this research is posited to further the pursuit of resilient and sustainable bridge design paradigms.