Creep rupture behaviour of circumferentially welded mod. 9Cr–1Mo steel pipe subject to internal pressure and axial load

2016 ◽  
Vol 33 (6) ◽  
pp. 636-643 ◽  
Author(s):  
Takamitsu Himeno ◽  
Yasuharu Chuman ◽  
Takumi Tokiyoshi ◽  
Takuya Fukahori ◽  
Toshihide Igari
2009 ◽  
Vol 211 (3-4) ◽  
pp. 323-336 ◽  
Author(s):  
Sergey V. Dmitriev ◽  
Nobuhiro Yoshikawa ◽  
Radik R. Mulyukov

2015 ◽  
Vol 81 (827) ◽  
pp. 15-00021-15-00021 ◽  
Author(s):  
Takashi OGATA ◽  
Toshiki MITSUEDA ◽  
Hiroshi SAKAI

Author(s):  
Martin Kristoffersen ◽  
Tore Børvik ◽  
Magnus Langseth ◽  
Håvar Ilstad ◽  
Erik Levold

Pipelines residing on the seabed are exposed to various hazards, one of them being denting, hooking and release of the pipeline by e.g. anchors or trawl gear. As a pipeline is displaced transversely in a hooking event, an axial tensile load resisting the displacement builds up in the pipeline. This study examines the effect of applying three different axial loads (zero, constant, and linearly increasing) to a pipe while simultaneously deforming it transversely. A fairly sharp indenter conforming to the prevailing design codes was used to deform the pipes. These three tests were repeated with an internal pressure of about 100 bar for comparison. Adding an axial load appeared to increase the pipe’s stiffness in terms of the force-displacement curve arising from deforming the pipe transversely. The internal pressure also increased the stiffness, and produced a more local dent in the pipe compared with the unpressurised pipes. All tests were recreated numerically in finite element simulations. Generally, the results of the simulations were in good agreement with the experiments.


1964 ◽  
Vol 6 (3) ◽  
pp. 270-277 ◽  
Author(s):  
D. E. Newland

Corrugated bellows expansion joints may buckle under internal pressure in the same way as an elastic strut may buckle under an axial load. This paper is concerned with the analysis of this phenomenon for the ‘universal expansion joint’ which incorporates two bellows joined by a length of rigid pipe. The principal conclusion is that, by providing a correctly designed supporting structure, the critical buckling pressure can be increased to up to four times its value for the same system with no supports.


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