Finite Element Analysis of Three-Way Joint of Buried Pipelines Under Earthquake Loadsby Yu-Ao He, Tianjin Univ, Tianjin, China,
Jian-Wen Liang, Tianjin Univ, Tianjin, China,
Abstract: A quasi-static finite element procedure for the stress analysis of three-way joint of buried pipelines under earthquake loads has been established by quasi-conforming thin circular cylindrical shell elements. Some experiments have been carried out, and the numerical results are in good agreement with the experimental results.
Subject Headings: Pipe joints | Buried pipes | Finite element method | Earthquakes | Seismic loads | Stress analysis | Statics (mechanics)
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