Title :
Numerical Simulation of Pipeline Underground under Three-Dimension Seismic Uniform Activation
Author :
Feicheng Liu ; Zhijia Wang ; Yunhui Jiang ; Xiaoning Deng ; Guanghui Li
Author_Institution :
Sch. of Civil Eng., Southwest Jiaotong Univ., Chengdu, China
Abstract :
In order to analyze the dynamic response of the underground pipeline during the earthquake, a numerical simulation of pipeline underground under three-dimension earthquake uniform activation through large mass method by employing the finite element software midas gts. Contact pairs are established between pipe and soil surrounding, and viscoelastic artificial boundary is adopted to simulate transmission process so that model box effect decreases. Ultimately response disciplines of displacement, acceleration and stress of pipe under three-dimension earthquake uniform activation is achieved.
Keywords :
finite element analysis; geotechnical engineering; geotechnical structures; pipelines; pipes; soil; stress analysis; structural engineering computing; viscoelasticity; dynamic response analysis; finite element software midas gts; large mass method; model box effect; numerical simulation; pipe; soil; stress analysis; three-dimension earthquake uniform activation; three-dimension seismic uniform activation; transmission process simulation; underground pipeline; viscoelastic artificial boundary; Acceleration; Finite element analysis; Mathematical model; Monitoring; Pipelines; Seismic waves; Stress; Viscoelastic artificial boundary; large mass method; three-dimension seismic uniform activation;
Conference_Titel :
Intelligent Systems Design and Engineering Applications (ISDEA), 2014 Fifth International Conference on
Conference_Location :
Hunan
Print_ISBN :
978-1-4799-4262-6
DOI :
10.1109/ISDEA.2014.151