Effects of different loads on structure stress of "L"-type large-diameter pipeline under burying and trench conditions based on fluid-structure-heat coupling

被引:6
作者
Xu, Qian [1 ]
Feng, Junxiao [1 ]
Zhang, Shuchen [1 ,2 ]
机构
[1] Univ Sci & Technol Beijing, Sch Energy & Environm Engn, Beijing 100083, Peoples R China
[2] Beijing Teze Thermal Engn Design Co Ltd, Beijing 100026, Peoples R China
关键词
Burying laying; Trench laying; Flow-heat-solid coupling; Large-diameter buried pipeline; Equivalent stress; NUMERICAL-SIMULATION; MODEL; TRANSPORT; PIPES; SOIL;
D O I
10.1016/j.ijheatmasstransfer.2017.07.052
中图分类号
O414.1 [热力学];
学科分类号
摘要
The research object of this paper is "L"-type heat pipe network, which was studied using the flow-heat solid coupling method. The ANSYS Workbench platform was used to simulate heat transfer and the flow of the medium in the pipe network. The pressure and temperature of the flow field and the temperature; and equivalent stress of the solid structure under different conditions were calculated, and the force characteristics of pipe network and elbow caused by coupled and non-coupled loads under burying and trench conditions were compared. Results show that the temperature and velocity fields of the liquid domains under burying and trench laying conditions were the same, and the structure temperature distributions of the pipe network under the two laying conditions were also the same. The pressure and temperature loads were not separate from each other, thereby affecting the stress of the pipe network simultaneously, and the stress under the coupled loads was lower than the sum of the pressure and temperature loads individually. The stress distribution of the outer and inner surfaces under burying laying condition was opposite that under trench laying condition because of the soil that hinders the extension of the heating tube. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:387 / 397
页数:11
相关论文
共 29 条
[2]   Fatigue analysis of corroded pipelines subjected to pressure and temperature loadings [J].
Cunha, Divino J. S. ;
Benjamin, Adilson C. ;
Silva, Rita C. C. ;
Guerreiro, Joao N. C. ;
Drach, Patricia R. C. .
INTERNATIONAL JOURNAL OF PRESSURE VESSELS AND PIPING, 2014, 113 :15-24
[3]   Three-dimensional numerical model of heat losses from district heating network pre-insulated pipes buried in the ground [J].
Danielewicz, J. ;
Sniechowska, B. ;
Sayegh, M. A. ;
Fidorow, N. ;
Jouhara, H. .
ENERGY, 2016, 108 :172-184
[4]   Comparison of Two Methods of Finite Element Modeling for Elbows with Unequal Wall Thickness [J].
Dong, Junhua ;
Bao, Xiangfu ;
Zheng, Xize .
2012 INTERNATIONAL CONFERENCE ON MEDICAL PHYSICS AND BIOMEDICAL ENGINEERING (ICMPBE2012), 2012, 33 :498-504
[5]   The effects of soil spatial variability on the reliability of rigid buried pipes [J].
Elachachi, S. M. ;
Breysse, D. ;
Denis, A. .
COMPUTERS AND GEOTECHNICS, 2012, 43 :61-71
[6]   Experimental study on the effect of inclination angle on heat transfer enhancement of a ferrofluid in a closed loop oscillating heat pipe under magnetic field [J].
Goshayeshi, Hamid Reza ;
Goodarzi, Marjan ;
Safaei, Mohammad Reza ;
Dahari, Mahidzal .
EXPERIMENTAL THERMAL AND FLUID SCIENCE, 2016, 74 :265-270
[7]   Experimental investigation of the effects of heat transport pipeline configurations on the performance of a passive phase-change cooling system [J].
Guo, Cong ;
Wang, Tao ;
Hu, Xuegong ;
Tang, Dawei .
EXPERIMENTAL THERMAL AND FLUID SCIENCE, 2014, 55 :21-28
[8]   Sand-pipeline-trench lateral interaction effects for shallow buried pipelines [J].
Kouretzis, George P. ;
Sheng, Daichao ;
Sloan, Scott W. .
COMPUTERS AND GEOTECHNICS, 2013, 54 :53-59
[9]   Buried high-density polyethylene pipe deflections at elevated temperatures [J].
Krushelnitzky, R. P. ;
Brachman, R. W. I. .
GEOTEXTILES AND GEOMEMBRANES, 2013, 40 :69-77
[10]  
Li M.J., 2014, APPL THERM ENG, V18, P1315