Building upon the intricate interplay of hydration, temperature, moisture, and mechanical forces, we introduce an innovative Chemo-Thermo-Hygro-Mechanical (C-T-H-M) multi-field coupling model tailored to massive concrete structures. This model facilitates the analysis of the cracking risk index through the application of the maximum effective energy density ratio. An exhaustive inquiry delves into the correlation between this index and factors such as structural form, failure driving force, and humidity effect in massive concrete. Findings reveal significant disparities in the cracking risk index across distinct structural configurations. By examining diverse stress scenarios and accounting for various failure driving forces, a Three parameters emerges as the chief contributor to the highest cracking risk index. Moreover, the proposed C-T-H-M model exposes a heightened surface cracking risk index in comparison with conventional Chemo-Thermo-Mechanical approaches. These observations underscore the significance of adopting a holistic perspective when assessing cracking risk indices and devising crack mitigation strategies, taking into account structural aspects, failure driving force, and humidity effect.
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