Electric-welded pipe unit tésa 102–220: Quality welded steel pipes

Metallurgist ◽  
2000 ◽  
Vol 44 (6) ◽  
pp. 311-313
Author(s):  
A. S. Tyrtov ◽  
A. M. Tokarev ◽  
V. N. Abramenkov ◽  
V. S. Volkov ◽  
A. N. Medvedev
Keyword(s):  
Metallurgist ◽  
1985 ◽  
Vol 29 (1) ◽  
pp. 30-31
Author(s):  
I. B. Grinval'd ◽  
A. V. Vasin

2000 ◽  
Vol 49 (3) ◽  
pp. 150-158 ◽  
Author(s):  
Takuya Hara ◽  
Ryuzi Uemori ◽  
Hiroshi Tamehiro ◽  
Chuichi Kato

2015 ◽  
Vol 658 ◽  
pp. 42-52
Author(s):  
Polporn Chatisathien ◽  
Nuttapon Suttitam

Accelerated atmospheric corrosion behavior of carbon steel pipes subjected to cyclic salt spray test was performed according to ISO 14993 – Corrosion of metals and alloys – Accelerated testing involving cyclic exposure to salt mist, “dry” and “wet” conditions [1]. In order to investigate the effect of degree of exposure to environment of inner surface of the pipe on corrosion behavior of inner surface of the specimens, degree of completeness of weldment, 0%, 50%, 80%, and 100%, of steel cover plate is varied. Exposure times in this study are 168, 336, and 504 hours which can be correlated to 10, 20, and 30 years exposed to C3 corrosivity category according to the definition of ISO 9223 – Corrosion of metals and alloys – Corrosivity of atmospheres – Classification, determination and estimation [2,3]. After testing, visual inspection on outer and inner surfaces of the specimens were performed. In addition, average corrosion rate of the specimens were performed according to ISO 8407 – Corrosion of metals and alloys – Removal of corrosion products from corrosion test specimens [4]. The results show that as-received steel pipe specimens exhibited great degree of corrosion attack on the inner surface of the specimens while slight amount of corrosion was observed from the welded pipe specimens.


2011 ◽  
Vol 264-265 ◽  
pp. 229-234
Author(s):  
M. Foroutan ◽  
M.E. Aalami-Aleagha ◽  
S. Pirmoradi

In this paper effect of joint groove geometry on the residual stresses in circumferentially butt-welded still pipes is investigated by the finite element simulation. The elements birth and death technique is used for modeling of filling metal and joint groove geometry. The electrode heat power is modeled by a moving heat source which has a Gaussian distribution on a spherical domain. By using a transient region, elements near the welding zone are refined in a good manner. For validation of the proposed model, results obtained from model are compared with experimental data. Then three different joint geometry; V-joint, U-joint and X-joint are studied by the presented model.


2012 ◽  
Vol 134 (3) ◽  
Author(s):  
M. Foroutan ◽  
M. E. Aalami-Aleagha ◽  
S. Feli ◽  
S. Nikabadi

In this paper, the effect of hydrostatic testing internal pressure on the residual stresses of circumferentially butt-welded steel pipes is investigated by a three dimensional finite elements simulation based on ansys11 code. Residual stresses due to welding process are calculated by an uncoupled analysis. In this analysis, at first, a transient heat transfer problem is solved. Output of this analysis is temperature distribution history .This output is used as the structural analysis load. Output of structural analysis is welding residual stresses. The most important part of such simulations is modeling of heat power source. In the present work, heat power of welding electrode is simulated by a moving heat source with Gaussian distribution on a spherical domain. The presented model is used for calculation of residual stresses in an 8 in. three pass butt-welded steel pipe. Finally, the effects of hydrostatic testing internal pressure on the residual stresses are studied by the proposed model. The results obtained from this study show that the hydrostatic testing pressure has a significant effect on residual stresses.


2015 ◽  
Vol 50 (587) ◽  
pp. 1107-1109
Author(s):  
Rikiya YAMASHITA ◽  
Kiyomasa HOSHI ◽  
Kenichi HARANO ◽  
Kazuhiro KANOUCHI ◽  
Naoyuki SASAKI

Author(s):  
Stephen J. Maddox ◽  
Yan-Hui Zhang

As part of a study of fatigue in girth-welded steel pipes, tests were performed under constant amplitude loading on both full-scale pipes and strip specimens cut from such pipes. Significant differences were found in their high-cycle fatigue lives, which extended to around 108 cycles, and apparent fatigue endurance limits, the small-scale strips displaying superior fatigue properties. The reasons for this were investigated considering the fatigue crack initiation site, weld geometry, type of pipe, loading conditions, residual stresses, the re-testing of unfailed specimens and size effects. Fracture mechanics fatigue crack growth calculations were also performed using a K solution specially calculated by FEA for the girth weld. Conclusions are drawn about the suitability of strip fatigue test specimens for representing the fatigue behaviour of full-scale girth welded pipes and the scope for re-testing unfailed full-scale pipes.


Sign in / Sign up

Export Citation Format

Share Document