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Baodong Liu,Haibo Sun,Weibo Xu,Yafei Shi,Beichen Zhang,Mengmeng Yao 한국강구조학회 2021 International Journal of Steel Structures Vol.21 No.1
Although buried corrugated steel pipe culverts have been studied intensively in the past decades, the stress development law between crest and valley during backfi lling process is still not analyzed suffi ciently, which is an important technical diffi culty for the construction of this kind of structures. In this paper, a three-dimensional fi nite element model (FEM) is developed to simulate the behavior of buried pipes during construction and the stress development law within a wavelength (curvature of corrugated pipe) ranging at the crown and the spring-line inside the pipe is proposed. Based on the measured stress data of a porous continuous corrugated steel plate pipe-arch culvert, the proposed three-dimensional FEM and stress development law are verifi ed. The results show that the stress variations in a wavelength range of corrugated steel plate are trigonometric curves. With the increase of the backfi lling height, the ratio of the stress at the crest or valley, to that of the spring-line is reduced, while the axial force is increased. The absolute value of the bending moment decays and the pipe culvert tends to be ring compression as the backfi lling height increased. The study verifi es the "ring compression theory" and the necessity of the minimum burial depth in design. Meanwhile, some design and construction guidelines which is necessary for the structure safety during backfi lling process are provided for buried corrugated steel pipe culverts.
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