Ring Deflection Prediction of Pipe Composed of Glass Fiber Reinforced Plastic Outer Layers and Polymer Mortar Inner Layer Section

Jae Hun Seo; Sun Hee Kim; Soon Jong Yoon; Won Chang Choi

doi:10.4028/www.scientific.net/KEM.753.8

Paper Titles

Pipe Stiffness Prediction of Buried Glass Fiber Reinforced Polymer Plastic (GFRP) and Polymer Mortar Pipe
p.3

Ring Deflection Prediction of Pipe Composed of Glass Fiber Reinforced Plastic Outer Layers and Polymer Mortar Inner Layer Section
p.8

Biocomposites of Poly(Lactic Acid) and Cellulose Nanofibers from Cassava Pulp
p.13

Characterization of Carbon Black Filled PDMS-Composite Membranes for Sensor Applications
p.18

Study on Life Cycle Assessment for Composite of Transportation Vehicle Structure
p.28

Effect of Aging on Characterization of Sr-Modified Stir Cast A356/Al₂O₃ Composite
p.33

Preparation and Characterization of the Na₂Ti₃O₇: ABS/Na₂Ti₃O₇Composites
p.39

Thermal Performance Test and Improvement for Phase Change Material Composite through Nucleating Additive
p.44

HomeKey Engineering MaterialsKey Engineering Materials Vol. 753Ring Deflection Prediction of Pipe Composed of...

Ring Deflection Prediction of Pipe Composed of Glass Fiber Reinforced Plastic Outer Layers and Polymer Mortar Inner Layer Section

Abstract:

The cooling water intake pipeline constructed in the nuclear power plant is mostly made of steel or concrete. However, they have some disadvantages such as reduced durability due to wear and corrosion caused by sea water, defects in connections, breakage of pipelines, and difficulties in continuous maintenance. To mitigate the presented problems, recently, the research on durable and outstanding corrosion resistant glass fiber reinforced polymer plastic (GFRP) pipe has been actively conducted. In this experimental study, 2400 mm (94.49 in) diameter of GFRP pipe specimen is investigated. The field test was planned to measure ring deflection of buried GFRP pipe. In addition, the design method proposed by American Water Works Association (AWWA) M 45 was applied to compute the ring deflection of pipe and then compared the predicted results with the experimental results.

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Periodical:

Key Engineering Materials (Volume 753)

Pages:

8-12

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.753.8

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Online since:

August 2017

Authors:

Jae Hun Seo, Sun Hee Kim, Soon Jong Yoon, Won Chang Choi*

Keywords:

Buried Pipe, Field Test, GFRP, Iowa Formula, Ring Deflection, RPMP

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* - Corresponding Author

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