Study on Mechanical Behavior of Plastic Pipe Reinforced Cross-Winding Steel Wire Subjected to Non-Axis Line Symmetric Surface Load on Soil

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Abstract:

Plastic pipe reinforced by cross helically wound steel wires (PSP) is a new plastic-matrix steel composite pipe developed in China recently. To deeply understand the mechanical properties of buried PSPs, a finite element model of PSP subjected to non-axis symmetric load is proposed. The model is verified by replacing the parameters of PSP by those of steel pipe. A good agreement shows that the model can be used to analyze mechanical behavior of buried PSP. Finally, the influences of internal pressure, properties of soil, geometry parameters of PSP and magnitude of load, etc. are discussed.

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251-260

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April 2015

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] Gan Guo-gong. Plastic Pipes Reinforced by Cross Helically Wound Steel Wires. CN2550090Y. (2002). (in Chinese).

Google Scholar

[2] Zheng Jinyang, Li Xiang, XU Ping, et al. Analyses on the short-term mechanical properties of Plastic Pipe Reinforced by Cross Helically Wound Steel Wires. ASME Journal of the Pressure Vessel Technology, 131(2009) 031401-1-031401-10.

DOI: 10.1115/1.3066826

Google Scholar

[3] Zheng Jinyang, Lu Yubin, Li Xiang. Experimental Investigation on Mechanical Properties of Plastic Pipes Reinforced by Cross Helically Wound Steel Wires. ASME Journal of Pressure Vessel and Technology, 130 (2008) 1-7.

DOI: 10.1115/1.2892028

Google Scholar

[4] Chen Jiawei, Ye Zhiming, Chen Lingli. Analysis on finite element aseismatic of buried pipeline. Water Technology. 2(2008) 21-24. (in Chinese).

Google Scholar

[5] Spangler. M.G. Underground Conduits-An Appraisal of Modern Research. Trans. of ASCE, (1948).

Google Scholar

[6] Wang Wei-sheng. the Status Quo of External Load Calculation of China's Buried Concrete Pipe and Comparative Analysis. CONCRETE AND CEMENT PRODUCTS, 1(1994)26-31. (in Chinese).

Google Scholar

[7] Newmark N M, Hall W J. Pipeline design to resist large fault displacement. Proceedings of US NationalConference on Earthquake Engineering, Ann Arbor, (1975) 416-425.

Google Scholar

[8] Liang Jian-wen. The Seismic Response and Dynamic Stability of Underground Pipelines. (1991) Tianjin: Tianjin University, doctoral thesis. (in Chinese).

Google Scholar

[9] Shiro Takada, Liang Jian-Wen, Li Teng-yan. Shell-model response of buried pipelines to large fault movements. Journal of Structural Engineering. 44(1998) 1637-1646.

Google Scholar

[10] Wu Jia-long. Elastic Mechanics. Beijing: Higher Education Press, (2001). (in Chinese).

Google Scholar

[11] Li Jing-pei, Ding Shi-jun, Influence of Additional Load Caused by Adjacent Buildings on Underground Pipeline. Journal of Tongji University(Natural Science), 32(2004)1553-1557. (in Chinese).

Google Scholar

[12] Li Da-yong, Zhang Tu-qiao, Gong Xiao-nan. Analysis of the Displacements of Buried Pipelines Caused by Deep Excavations. INDUSTRIAL CONSTRUCTION. 29 (1999)36-41. (in Chinese).

Google Scholar

[13] DUAN Shao-wei, SHEN Pu-sheng. Analysis of Nearby Pipeline Damage Induced by Deep Excavation. Engineering Mechanics, 22(2005): 79-83. (in Chinese).

Google Scholar

[14] Yang Jun-tao. Research on Longitudinal Mechanical Characteristics of Pipelines Buried in Soft Soil under Vertical Loads. (2006), Hangzhou: Zhejiang University, Master Degree's Dissertations. (in Chinese).

Google Scholar

[15] Lin Xiu-feng. Strength Analysis and Optimization of Plastic Pipes Reinforced by Cross Helically Wound Steel Wires. (2008), Hangzhou: Zhejiang University, Master Degree's Dissertations. (in Chinese).

Google Scholar

[16] X. Sun. Polyolefine pipelines. Chemical Industry Press, Beijing, (2002). (in Chinese).

Google Scholar