Seismic Response of Ductile Cast Iron Buried Pipeline with Socket Joint

Author:

Gu Fan1,Zhang Duo1,Zhou Jing Hai1,Wang Wei1

Affiliation:

1. Shenyang Jianzhu University

Abstract

By means of ANSYS finite element software, the numerical model of ductile cast iron buried pipeline with flexible joint was established, and the entire model was comprised of pipeline and its exterior massive soil for simulating the coupling-interaction between soil and pipeline. Meanwhile, the multi-point excitation method was adopted for considering the wave-passage effect. According to EI-centro seismic wave record corresponding to III site, the stress-time-history curve of pipeline body and the displacement-time-history curve of flexible joint were obtained, as well as the most dangerous parts might occur leakage were indicated, which provides the reference to the optimal design of ductile cast iron buried pipeline with flexible joint.

Publisher

Trans Tech Publications, Ltd.

Reference5 articles.

1. Jinghai Zhou, Hongnan Li, Yang Song: Pullout Test Research on the Underground Water Pipelines, Journal of Shenyang Jianzhu University, Vol. 25, issue 3, pp.474-477, 2009, (In Chinese).

2. Fan Gu, Jinghai Zhou, et al: Pullout Test Study on Flexible Joint of Ductile Iron Buried Pipelines, Advanced Materials Research, Vol. 368-373, pp.1130-1133, (2011).

3. Ariman T., Muleski G. E.: A Review of the Response of Buried Pipelines under Seismic Excitations, Journal of Earthquake Engineering Structural Dynamics, Vol. 9, pp.133-151, (1981).

4. Wang L. R. L., Shaoping Sun, Shijie Shen: Seismic Damage Behavior of Buried Lifeline Systems During Recent Severe Earthquakes in U. S., CHINA and Other Countries, Earthquake Engineering Series Technical Report, No. ODULEE- 02, Oakland, (1985).

5. Shaoping Sun: The Countermeasures against Earthquake for Water Supply, the Proceeding of 3rd China-Japan-U. S., Trilateral Symposium on Lifeline Earthquake Engineering, USA, (1998).

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