A Numerical and Experimental Study of Adhesively-Bonded Polyethylene Pipelines

被引:9
作者
Guilpin, Antoine [1 ]
Franciere, Geoffrey [1 ]
Barton, Lewis [2 ]
Blacklock, Matthew [3 ]
Birkett, Martin [3 ]
机构
[1] Univ Valenciennes & Hainaut Cambresis, ENSIAME, F-59313 Le Mont Houy 9, Valenciennes, France
[2] Rosen Grp, Quorum Business Pk, Newcastle Upon Tyne NE12 8BS, Tyne & Wear, England
[3] Northumbria Univ, Dept Mech & Construct Engn, Newcastle Upon Tyne NE1 8ST, Tyne & Wear, England
关键词
polyethylene; adhesively-bonded joints; double cantilever beam; end-notched flexure; finite element analysis; cohesive zone model; SINGLE-LAP JOINTS; MODE-II FRACTURE; RESIDUAL STRENGTH; PREDICTION; THICKNESS; BEHAVIOR; CFRP;
D O I
10.3390/polym11091531
中图分类号
O63 [高分子化学(高聚物)];
学科分类号
070305 ; 080501 ; 081704 ;
摘要
Adhesive bonding of polyethylene gas pipelines is receiving increasing attention as a replacement for traditional electrofusion welding due to its potential to produce rapid and low-cost joints with structural integrity and pressure tight sealing. In this paper a mode-dependent cohesive zone model for the simulation of adhesively bonded medium density polyethylene (MDPE) pipeline joints is directly determined by following three consecutive steps. Firstly, the bulk stress-strain response of the MDPE adherend was obtained via tensile testing to provide a multi-linear numerical approximation to simulate the plastic deformation of the material. Secondly, the mechanical responses of double cantilever beam and end-notched flexure test specimens were utilised for the direct extraction of the energy release rate and cohesive strength of the adhesive in failure mode I and II. Finally, these material properties were used as inputs to develop a finite element model using a cohesive zone model with triangular shape traction separation law. The developed model was successfully validated against experimental tensile lap-shear test results and was able to accurately predict the strength of adhesively-bonded MPDE pipeline joints with a maximum variation of <3%.
引用
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页数:16
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