Influence of end side displacement load on stress and deformation of “L”-type large-diameter buried pipe network

Author:

Xu QianORCID,Feng Junxiao,Zhang Shuchen

Funder

National key Research and Development Program of China

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Energy Engineering and Power Technology

Reference25 articles.

1. Strength reduction for upheaval buckling of buried pipes in blocky clay backfill;Brennan;Ocean Eng.,2017

2. Fluid–structure interaction computational analysis of flow field, shear stress distribution and deformation of three-limb pipe;Zhu;Eng. Fail. Anal.,2014

3. Numerical analysis for effect of fluid-structure interaction on flow field in screw centrifugal pump;Yuan;Nongye Jixie Xuebao/Transactions of the Chinese Society of Agricultural Machinery,2013

4. The optimization of directly buried heating pipe elbow based on the ANSYS;Wang;Appl. Mech. Mater.,2015

5. Analysis of stress and deformation of a positive buried pipe using the improved Spangler model;Tian;Soils Found,2015

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