Fig. 6 | Scientific Reports

Fig. 6

From: Study on discrete prediction model for mechanical behavior of buried pipelines under the influence of differential frost heave

Fig. 6

(a) Pipeline mechanics analysis results of deflection, rotation angle, bending moment, shear force, and comparison of pipeline stress and displacement with measured values of Case1; (b) Comparison between predicted and measured displacement changes of three test points over time of Case2; (c) Pipeline mechanics analysis results of deflection, rotation angle, bending moment, shear force, and comparison of pipeline stress and displacement with measured values of Case2.

Back to article page