Simplified mechanical model for evaluating stress in pipeline subject to settlement

Construction and Building Materials

Volumn 18, Issue 6, 2004, Pages 469-479

  Iimura, S ^a  

^a TOKYO GAS CO LTD   (Japan)

Author keywords

Beam on elastic foundation; Buried pipeline; FEM; Pipe deflection indicator; Settlement; Stress

Indexed keywords

COMPUTATIONAL METHODS; DEFLECTION (STRUCTURES); DEFORMATION; FINITE ELEMENT METHOD; GRAPH THEORY; MATHEMATICAL MODELS; STRESS ANALYSIS; STRUCTURAL ANALYSIS;

BEAM ON ELASTIC FOUNDATION; BURIED PIPELINES; ELASTIC BEAMS; PIPE DEFLECTION INDICATOR; SETTLEMENT STRESS;

PIPELINES;

EID: 2942677223     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2004.01.002     Document Type: Article

References (6)

1. Saito K, Nishio N, Katayama T. Recommended practice for earthquake-resistant design of medium- and low-pressure gas pipelines. Proc ASME PVP Conf, PVP-Vol. 77, 1983; 340-48.
2. Oishi H. Considerations on behavior of underground pipelines caused by ground settlement. Proc JSCE. 356:(1-3):1985;379-386. in Japanese.
3. Tanabe K., Takada S. Design formulae of buried pipes subjected to large ground settlement and their application. Proc JSCE. 374:(1-6):1986;593-602. in Japanese.
4. Hetenyi M. Beams on elastic foundation. 1946;The University of Michigan Press, Ann Arber.
5. ASME Code for Pressure Piping, B31, ANSI/ASME B31.8, Gas transmission and distribution piping systems. ASME, New York, NY, July 1, 1986.
6. Fuchimoto K, Ogawa Y., Oka S, Shimizu K. A stress estimation of pipeline subject to ground settlement. Proc 1992 Int Gas Res Conf, Vol. 1 (1992) pp. 456-465.