Zobrazeno 1 - 10
of 10
pro vyhledávání: '"Takekazu Arakawa"'
Autor:
Nobuhisa Suzuki, Takekazu Arakawa
Publikováno v:
Lifelines 2022.
The effects of the profile data grid on the compression or bending capacity of line pipes are discussed in this paper. An X65 600 mm line pipe and an X80 1200 mm line pipe are used in the sensitivity study. The initial profiles of the 600 mm line pip
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0b00d64bba21e7dcf2642793312af579
https://doi.org/10.1115/1.0005321v
https://doi.org/10.1115/1.0005321v
Autor:
Takekazu Arakawa, Nobuhisa Suzuki
Publikováno v:
Volume 2: Pipeline Safety Management Systems; Project Management, Design, Construction, and Environmental Issues; Strain Based Design; Risk and Reliability; Northern Offshore and Production Pipelines.
This paper describes a new design method to obtain the inelastic deformation of pipelines induced by temporary ground deformations. The proposed design method consists of an elastic solution and a strain conversion procedure which was developed to pr
Publikováno v:
Volume 2: Pipeline Safety Management Systems; Project Management, Design, Construction and Environmental Issues; Strain Based Design; Risk and Reliability; Northern Offshore and Production Pipelines.
This paper discusses seismic integrity of a gas pipeline in extremely cold regions which pipeline consists of X70-grade high-strain line pipes with outside diameter of 1420 mm. Longitudinal compressive strain limits and max longitudinal compressive s
Publikováno v:
Volume 4: Production Pipelines and Flowlines; Project Management; Facilities Integrity Management; Operations and Maintenance; Pipelining in Northern and Offshore Environments; Strain-Based Design; Standards and Regulations.
This paper outlines the draft recommendations to be issued by Gazprom that deals with the advanced strain-based pipeline design to ensure pipeline integrity in harsh environments using stress-strain curve controlled high-strain line pipe (SSLP). The
Publikováno v:
Volume 6: Materials Technology; Polar and Arctic Sciences and Technology; Petroleum Technology Symposium.
This paper examines the tensile strain capacity of girth welded pipelines. A pressurized and no pressurized full-pipe tension tests were conducted together with FE analyses in order to investigate the strain behavior of pipe under large axial loading
Publikováno v:
2010 8th International Pipeline Conference, Volume 4.
Two bending tests of X80-grade, 48″ high-strain line pipes pressurized to 60% SMYS were conducted to investigate local buckling behavior. The thickness and D/t ratio of the line pipes were 22.0 mm and 55.4, respectively. The mean Y/T ratio of the h
Publikováno v:
2010 8th International Pipeline Conference, Volume 4.
This paper presents the results of experimental and finite element analysis (FEA) studies focused on the tensile strain capacity of X80 pipelines under large axial loading with high internal pressure. Full-pipe tensile test of girth welded joint was
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Akademický článek
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