a decreasing trendP <0.01
At structure failure, the maximal stress depended significantly on relative position and exhibited a decreasing trend distally ( F 2,27 = 8.634; P <0.01; Fig. 6A ).
At structure failure, the maximal stress depended significantly on relative position and exhibited a decreasing trend distally ( F 2,27 = 8.634; P <0.01; Fig. 6A ).