The micromechanical behaviors and mechanics-optics coupling effects of optic-fiber-concrete complex in the distributed optic-fiber sensing concrete-crack technology, which was used in health monitoring of Wu Gorge Bridge on Yangtze River and a large dam successfully, have been investigated. A micromechanical theoretical analysis method and micromechanical frictional contact bi-interface model, as well as a modified optical theoretical analysis method of the mechanics-optics coupling effects are presented. A series of verification experiments, including mechanical experiments and mechanics-optics coupling experiments, have been preformed. The results of micromechanical theoretical analysis and the analysis of the modified theory of mechanics-optics coupling along with mechanical and optical experimental data are shown to be in close agreement. Both the micromechanical theory and the modified theory of mechanics-optics coupling with their analysis methods can not only enhance credibility of this novel distributed sensing technology but also provide a way to understand its sensing mechanism and optimize its technical details and system. optic-fiber sensing, mechanics-optics coupling, micromechanics, health monitoring, concrete structure, crack detection Citation:Liu H W, Chen J, Sun M, et al. Theoretical analysis and experiment of micromechanics and mechanics-optics coupling of distributed optic-fiber crack sensing.