NUMERICAL INVESTIGATION OF GLASS-FIBER REINFORCED PLASTIC MORTAR PIPES CULVERT RESPONSE TO HEAVY TRUCK LOADS

Authors

  • Huawang Shi Hebei University of Engineering, School of Civil Engineering, Handan, Hebei 056038, China
  • Chencheng Gu Hebei University of Engineering, School of Civil Engineering, Handan, Hebei 056038, China
  • Chongchong Xue Hebei University of Engineering, School of Civil Engineering, Handan, Hebei 056038, China
  • Yancang Li Hebei University of Engineering, School of Civil Engineering, Handan, Hebei 056038, China

DOI:

https://doi.org/10.14311/CEJ.2021.01.0017

Keywords:

GRP mortar pipe culvert, Finite element analysis, Dynamic response, Vibration properties

Abstract

The main objective of this paper is to investigate the dynamic performance and behaviour of glass-fiber reinforced plastic (GRP) mortar pipes under heavy truck loads. According to the field conditions, a finite element dynamic analysis (FEDA) model of GRP pipe culverts was established. Modal analysis of the vibration system was carried out, and the main natural frequencies with 26.6Hz,32Hz,35.7Hz and corresponding mode shapes were obtained. On the basis of modal analysis, dynamic response of GRP pipe culverts under vehicle loads was simulated through random vibration. Based on the measured vibration velocity time histories, the modal and random vibration responses of the vibration system were analyzed. The results show that the spectral response value of pipeline to vehicle load decreases with the increase of buried depth. When the depth of GRP pipe culverts buried is greater than 0.8m, the influence of ground vehicle dynamic loads on the vibration of GRP pipe culverts cannot be taken into consideration. It can provide the basis for the design of GRP pipe culverts, especially under heavy loads.

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References

Specification for Fiberglass (Glass-Fiber-Reinforced Thermosetting-Resin) Pipe and Pipe Fittings, Adhesive Bonded Joint Type, for Aviation Jet Turbine Fuel Lines[S]. ASTM, 2003.

Test Methods for Constituent Content of Composite Materials[S]. ASTM, 2003.

Newmark N M, Hall W J. Pipeline design to resist large fault displacement [J]. Earthquake Engineering Res Inst, 1975,416- 425.

Parmelee R A, Ludtke C A. Seismic soil-structure interaction of buried pipelines [D]. Civil Engineering:Northwestern University, 1974.

Zhang Tuqiao, Shao Weiyun.Numerical analysis of buried pipe characteristics [J].Journal of Zhejiang University(Science), 2000, 1(2):144-147.

Zhang Tuqiao, Wu Xiaogang. A preliminary study on the longitudinal force analysis mode of pipelines under vertical loads [J]. Chinese municipal engineering,2001, 95(4):41-45.

J.Lee. Strength of filament wound GRP tubes with axisymmetric steps[J].composite, 1989 , 20 (3) :234-243.

Jeyapalan, J.K., et al .Analysis and design of RPM and other composite underground pipelines.Journal of Transportation Engineering,1990,115 (3):219-231.

Xu Lei, Ye Zhicai, Ren Qingwen. Dynamic response analysis of buried fiberglass reinforced plastic sand pipe under earthquake load [J]. Journal of disaster prevention and mitigation engineering, 2012, 32 (04): 468-474.

Manko Z, Beben D. Dynamic testing of a corrugated steel arch bridge. Can J Civ Eng 2008;35(3):246–57.

Beben D, Manko Z. Dynamic testing of a soil-steel bridge. Struct Eng Mech 2010;35(3):301–14..

Bayoglu Flener E, Karoumi R. Dynamic testing of a soil-steel composite railway bridge. Eng Struct 2009;31(12):2803–11.

Jeyapalan, J.K., et al .Analysis and design of RPM and other composite underground pipelines.Journal of Transportation Engineering,1990,115 (3):219-231.

Zhang Jiyuan, Wei Lianyu, Zhang Guopan, Chen Zhaonan, Zheng Yanjun. The flexure and deformation characteristics of buried FRP sand pipe in highway[J]. glass steel / composite material,2016 (10): 56-59.

Liu Baodong, Yin Hang, Feng Zhimao, Wang Quanlu. Stress analysis on the construction process of soil corrugated steel plate arch bridge based on the soil and steel joint action model[J]. Beijing Jiaotong University Journal,2009,33(04) : 66-68.

Li Mingyang, Chen Guohua. Finite element analysis of buried polyethylene gas pipeline under traffic load [J]. plastic industry.2009 (09) ,37(09) : 30-33..

Xu Jingjing. ANSYS 13.0 Workbench numerical simulation technology[M]. Beijing: China Water Conservancy and Hydropower Press, 2012.

Gao Guangyun, Nie Chunxiao, Li Shaoyi. Micro vibration test and numerical analysis of the electronics factory building [J]. Site Investigation Science and Technology,2011(03) :51-55.

Wu Yanling. Stress and deformation characteristics of highway steel corrugated pipe culvert and its application research [D]. Chang'an :Chang'an University,2012.

B.H.Kjartanson,GA.Heilers,R.A.Lohnes,F.W.Klaiber.Soil-Structure Interaction Analysis of Longitudinal Uplift of Culverts[J].Journal of Geotechnical and Geoenvironmental Engineering, 1998, 124(2):128-139

Feng Li. Mechanical performance analysis of corrugated pipe culvert with soil interaction. [D]. Beijing:BeijingJiaotong University,2010.

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Published

2021-04-09

How to Cite

Shi, H., Gu, C., Xue, C., & Li, Y. (2021). NUMERICAL INVESTIGATION OF GLASS-FIBER REINFORCED PLASTIC MORTAR PIPES CULVERT RESPONSE TO HEAVY TRUCK LOADS. Stavební Obzor - Civil Engineering Journal, 30(1). https://doi.org/10.14311/CEJ.2021.01.0017

Issue

Vol. 30 No. 1 (2021)

Section

Articles

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