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油田防砂用玻璃钢管材的弯曲性能

Flexural Property of Glass Fiber Reinforced Polyester Pipelines for Sand Control in Oil Field
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摘要 对侧壁密集开孔玻璃钢管材的弯曲形变能力进行了测试和分析。结果表明:600 mm管材的屈服形变大于等于20 mm;以196A树脂为基体材料时,管材的屈服弯曲载荷较191树脂管材的大,而屈服变形小;玻璃纤维缠绕角度为65!时,屈服载荷和屈服变形高于45!的;10 mm开孔尺寸优于20 mm的,而开孔的排列方式也很重要。 The bending deformation ability of the glass fiber reinforced polyester (GFRP) pipelines which have been densely drilled on the sidewall was measured and analyzed. The results show that the yielding deformation of the pipelines of 600 mm long is equal to or more than 20 mm. The bending load of the pipelines made from 196A resin is higher than that of made from 191 resin, but the bending deformation is less. When the winding angle of the glass fibers is 65 ~, the bending load and the de- formation of the pipelines are higher than those of winding angle of 45 o. The perform- ance of the pipelines with drilled holes of 10 mm in diameter are better than those of 20 mm holes. The distribution style of the drilled holes is important.
出处 《现代塑料加工应用》 CAS 北大核心 2013年第6期22-25,共4页 Modern Plastics Processing and Applications
关键词 玻璃钢管材 弯曲性能 水平井 适用性 油田 glass fiber reinforced polyester pipelines bending property horizontalwell serviceability oil field
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  • 1陈飞,芦玉花.曲堤油田防砂工艺现状及下步建议[J].化学工程与装备,2012(5):69-71. 被引量:2
  • 2夏颖,崔鹏.有机-无机复合防砂固砂剂的研制[J].精细与专用化学品,2006,14(11):21-23. 被引量:4
  • 3Dong Z,Wang L,Zhao S.A potential compound forsand fixation synthesized from the effluent of pulp andpaper mills.Journal of Arid Environments,2008,72:1388-1393.
  • 4Kemal Tunc.GRP pipe for Turkish irrigation project[J].Reinforced Plastics,2011,55:38-39.
  • 5Jin Y,Chen J,Chen M,et al.Experimental study onthe performance of sand control screens for gas wells[J].Journal of Petroleum Exploration and ProductionTechnology,2012,2:37-47.
  • 6马海龙,刘超,邓推,吴强,张宪彬,尹宝瑞.海上平台各系统管线的断管技术要求[J].石油和化工设备,2012,15(4):36-39. 被引量:1
  • 7Hao W,Liu J,Hu J,et al.Structural design and me-chanical performance test of densely drilled glass fiberreinforced plastics pipelines[J].J Mater Design,2011,32,2355-2360.

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