Finite element modeling for stress analysis of a buried pipeline under soil and traffic loads

N. Meesawasd; C. Boonyasiriwat; S. Kongnuan; F. Chamchod

doi:10.1109/IEEM.2016.7797902

Finite element modeling for stress analysis of a buried pipeline under soil and traffic loads

N. Meesawasd
, C. Boonyasiriwat
, S. Kongnuan
, F. Chamchod

Mahidol University
Thammasat University

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

21 Citations (Scopus)

Abstract

Due to the durability and sustainability, concrete pipes have been widely used in many water management systems. As they are buried underground, several factors such as soil and pipe properties, installation strategies, functional and external loads may involve in determining their failure and service life. In this study, we investigated the effects of such factors on the stress distribution of a buried pipeline. Our results suggest that buried depth, seismic and traffic loads are important determinants of the stress distribution. In addition to the latter, we demonstrated that weights, speeds and patterns of car size arrangement play their parts in causing variation of stress on the pipeline. With the same thickness, pipelines with a larger diameter may have a shorter service life than ones with a smaller diameter.

Original language	English
Title of host publication	2016 International Conference on Industrial Engineering and Engineering Management, IEEM 2016
Publisher	IEEE Computer Society
Pages	385-390
Number of pages	6
ISBN (Electronic)	9781509036653
DOIs	https://doi.org/10.1109/IEEM.2016.7797902
Publication status	Published - 27 Dec 2016
Externally published	Yes
Event	2016 International Conference on Industrial Engineering and Engineering Management, IEEM 2016 - Bali, Indonesia Duration: 4 Dec 2016 → 7 Dec 2016

Publication series

Name	IEEE International Conference on Industrial Engineering and Engineering Management
Volume	2016-December
ISSN (Print)	2157-3611
ISSN (Electronic)	2157-362X

Conference

Conference	2016 International Conference on Industrial Engineering and Engineering Management, IEEM 2016
Country/Territory	Indonesia
City	Bali
Period	4/12/16 → 7/12/16

UN SDGs

This output contributes to the following UN Sustainable Development Goals (SDGs)

SDG 6 Clean Water and Sanitation

Keywords

Finite element modeling
concrete pipes
stress analysis

Access to Document

10.1109/IEEM.2016.7797902

Cite this

Meesawasd, N., Boonyasiriwat, C., Kongnuan, S., & Chamchod, F. (2016). Finite element modeling for stress analysis of a buried pipeline under soil and traffic loads. In 2016 International Conference on Industrial Engineering and Engineering Management, IEEM 2016 (pp. 385-390). Article 7797902 (IEEE International Conference on Industrial Engineering and Engineering Management; Vol. 2016-December). IEEE Computer Society. https://doi.org/10.1109/IEEM.2016.7797902

Meesawasd, N. ; Boonyasiriwat, C. ; Kongnuan, S. et al. / Finite element modeling for stress analysis of a buried pipeline under soil and traffic loads. 2016 International Conference on Industrial Engineering and Engineering Management, IEEM 2016. IEEE Computer Society, 2016. pp. 385-390 (IEEE International Conference on Industrial Engineering and Engineering Management).

@inproceedings{bfda74b65ba049f18db8a9d57dfc5af5,

title = "Finite element modeling for stress analysis of a buried pipeline under soil and traffic loads",

abstract = "Due to the durability and sustainability, concrete pipes have been widely used in many water management systems. As they are buried underground, several factors such as soil and pipe properties, installation strategies, functional and external loads may involve in determining their failure and service life. In this study, we investigated the effects of such factors on the stress distribution of a buried pipeline. Our results suggest that buried depth, seismic and traffic loads are important determinants of the stress distribution. In addition to the latter, we demonstrated that weights, speeds and patterns of car size arrangement play their parts in causing variation of stress on the pipeline. With the same thickness, pipelines with a larger diameter may have a shorter service life than ones with a smaller diameter.",

keywords = "Finite element modeling, concrete pipes, stress analysis",

author = "N. Meesawasd and C. Boonyasiriwat and S. Kongnuan and F. Chamchod",

note = "Publisher Copyright: {\textcopyright} 2016 IEEE.; 2016 International Conference on Industrial Engineering and Engineering Management, IEEM 2016 ; Conference date: 04-12-2016 Through 07-12-2016",

year = "2016",

month = dec,

day = "27",

doi = "10.1109/IEEM.2016.7797902",

language = "English",

series = "IEEE International Conference on Industrial Engineering and Engineering Management",

publisher = "IEEE Computer Society",

pages = "385--390",

booktitle = "2016 International Conference on Industrial Engineering and Engineering Management, IEEM 2016",

}

Meesawasd, N, Boonyasiriwat, C, Kongnuan, S & Chamchod, F 2016, Finite element modeling for stress analysis of a buried pipeline under soil and traffic loads. in 2016 International Conference on Industrial Engineering and Engineering Management, IEEM 2016., 7797902, IEEE International Conference on Industrial Engineering and Engineering Management, vol. 2016-December, IEEE Computer Society, pp. 385-390, 2016 International Conference on Industrial Engineering and Engineering Management, IEEM 2016, Bali, Indonesia, 4/12/16. https://doi.org/10.1109/IEEM.2016.7797902

Finite element modeling for stress analysis of a buried pipeline under soil and traffic loads. / Meesawasd, N.; Boonyasiriwat, C.; Kongnuan, S. et al.
2016 International Conference on Industrial Engineering and Engineering Management, IEEM 2016. IEEE Computer Society, 2016. p. 385-390 7797902 (IEEE International Conference on Industrial Engineering and Engineering Management; Vol. 2016-December).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution › peer-review

TY - GEN

T1 - Finite element modeling for stress analysis of a buried pipeline under soil and traffic loads

AU - Meesawasd, N.

AU - Boonyasiriwat, C.

AU - Kongnuan, S.

AU - Chamchod, F.

PY - 2016/12/27

Y1 - 2016/12/27

N2 - Due to the durability and sustainability, concrete pipes have been widely used in many water management systems. As they are buried underground, several factors such as soil and pipe properties, installation strategies, functional and external loads may involve in determining their failure and service life. In this study, we investigated the effects of such factors on the stress distribution of a buried pipeline. Our results suggest that buried depth, seismic and traffic loads are important determinants of the stress distribution. In addition to the latter, we demonstrated that weights, speeds and patterns of car size arrangement play their parts in causing variation of stress on the pipeline. With the same thickness, pipelines with a larger diameter may have a shorter service life than ones with a smaller diameter.

AB - Due to the durability and sustainability, concrete pipes have been widely used in many water management systems. As they are buried underground, several factors such as soil and pipe properties, installation strategies, functional and external loads may involve in determining their failure and service life. In this study, we investigated the effects of such factors on the stress distribution of a buried pipeline. Our results suggest that buried depth, seismic and traffic loads are important determinants of the stress distribution. In addition to the latter, we demonstrated that weights, speeds and patterns of car size arrangement play their parts in causing variation of stress on the pipeline. With the same thickness, pipelines with a larger diameter may have a shorter service life than ones with a smaller diameter.

KW - Finite element modeling

KW - concrete pipes

KW - stress analysis

UR - https://www.scopus.com/pages/publications/85009868498

U2 - 10.1109/IEEM.2016.7797902

DO - 10.1109/IEEM.2016.7797902

M3 - Conference contribution

AN - SCOPUS:85009868498

T3 - IEEE International Conference on Industrial Engineering and Engineering Management

SP - 385

EP - 390

BT - 2016 International Conference on Industrial Engineering and Engineering Management, IEEM 2016

PB - IEEE Computer Society

T2 - 2016 International Conference on Industrial Engineering and Engineering Management, IEEM 2016

Y2 - 4 December 2016 through 7 December 2016

ER -

Meesawasd N, Boonyasiriwat C, Kongnuan S, Chamchod F. Finite element modeling for stress analysis of a buried pipeline under soil and traffic loads. In 2016 International Conference on Industrial Engineering and Engineering Management, IEEM 2016. IEEE Computer Society. 2016. p. 385-390. 7797902. (IEEE International Conference on Industrial Engineering and Engineering Management). doi: 10.1109/IEEM.2016.7797902

Finite element modeling for stress analysis of a buried pipeline under soil and traffic loads

Abstract

Publication series

Conference

UN SDGs

Keywords

Access to Document

Other files and links

Fingerprint

Cite this