Experimental Investigation of a Large-Scale Composite Riser Tube Under External Pressure

Author:

Ramirez Guillermo1,Engelhardt Michael D.2

Affiliation:

1. Department of Civil and Environmental Engineering, University of Texas at Arlington, P.O. Box 19308, Arlington, TX 76019-0308

2. Department of Civil, Architectural and Environmental Engineering-STR, University of Texas at Austin, 1 University Station C1748, Austin, TX 78712-0273

Abstract

A collapse pressure test was conducted on a full-scale diameter prototype composite offshore drilling riser. The test specimen was a carbon fiber-epoxy filament-wound tube, approximately 56.4 cm outside diameter and 3.05 cm wall thickness. The tube was subjected to external water pressure up to collapse. The purpose of the test was to confirm the external pressure capacity of the specimen and to provide a basis for verification and calibration of analytical estimates of the collapse pressure of large scale carbon fiber tubes. The specimen was instrumented with strain gauges on both the outside and inside walls of the tube. This paper describes the test specimen and presents key results of the test.

Publisher

ASME International

Subject

Mechanical Engineering,Mechanics of Materials,Safety, Risk, Reliability and Quality

Reference15 articles.

1. Comparative Performance of a Composite Drilling Riser in Deep Water;Valenzuela

2. Garala, H. J. , 1989, “Structural Evaluation of 8-Inch Diameter Graphite-Epoxy Composite Cylinder Subjected to External Hydrostatic Compressive Loading,” David Taylor Research Center, Report No. DTRC-89/016.

3. The Influence of Layer Waviness on Failure of Hydrostatically Loaded Thick Composite Cylinders;Telegadas

4. Defect Tolerance Assessment and Non-Destructive Testing of Composite Riser Tubes;Sparks

5. Ramirez, G. , 1999, “Monitoring and Prediction of Damage in Filament Wound Composite Pipes Under Pressure Loading,” Ph.D. thesis, University of Texas at Austin, Austin, TX.

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