Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 329
... tests on the structural behaviour of GRE pipe and joint systems has now been completed . This paper presents results from a total of 34 tests on GRE pipe samples that contained a number of jointing systems . The pipe samples were ...
... tests on the structural behaviour of GRE pipe and joint systems has now been completed . This paper presents results from a total of 34 tests on GRE pipe samples that contained a number of jointing systems . The pipe samples were ...
Page 331
5 . TEST ARRANGEMENT 6 . TEST PROCEDURE All the tests were carried out at The Welding Institute ( TWI ) in Abington , Cambridge . The following apparatus was used in the execution of this programme . Static Flexural Strength Tests All ...
5 . TEST ARRANGEMENT 6 . TEST PROCEDURE All the tests were carried out at The Welding Institute ( TWI ) in Abington , Cambridge . The following apparatus was used in the execution of this programme . Static Flexural Strength Tests All ...
Page 491
... tests on uneven bottom In the original test plan , the applied axial pull had to be fixed for all tests . However , since in line response has been shown to be very sensitive to the applied axial pull , some tests were performed ...
... tests on uneven bottom In the original test plan , the applied axial pull had to be fixed for all tests . However , since in line response has been shown to be very sensitive to the applied axial pull , some tests were performed ...
Contents
ENVIRONMENTAL CONSIDERATIONS | 1 |
GEOTECHNICS I | 65 |
VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |
Copyright | |
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analysis applied Arctic ASME assessment axial force backfill behaviour bending bending moment buckling cathodic cathodic protection chromium compressive corrosion rate cost crack criteria CTOD curvature curve defects deformation diameter disbonded displacement effect Engineering equation evaluation factors failure finite element flow free spans geotechnical ground movement hoop stress increase inspection installation integrity interaction joint landslide length LIGHTLY CORROSIVE limit line pipe load localisation material maximum measurements Mechanics method North Sea Norwegian Trench Offshore OMAE operating parameters performed pipe material pipeline Pipeline Technology plastic potential predicted probabilistic reliability resistance risk safety seabed seam weld shear shear strength simulation SINTEF Skaha Lake slope Snamprogetti soil specimen steel strain strength stress Stress Corrosion Cracking surface temperature tensile tests tie-in trench values velocity vortex shedding wall thickness water depth wave weld metal yield strength