2008 7th International Pipeline Conference, Volume 3 2008
DOI: 10.1115/ipc2008-64668
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Overview of Tensile and Toughness Testing Protocols for Assessment of X100 Pipeline Girth Welds

Abstract: This paper provides an overview of research focused on the development and evaluation of guidelines for assessment of strength and toughness of pipeline girth welds. It also specifically presents results of a detailed mechanical and microstructural assessment for a series of rolled X100 girth welds, produced using advanced pipeline welding technologies and intended for strain-based designed applications.

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“…The percent elongation at fracture from strip tension tests for both X80 and X100 welds was low, i.e., under 10 percent. The uniform elongation, i.e., elongation at maximum load during the tests was also below what is usually expected [3], i.e., under 5 percent, in the case of the stress strain curves shown in Figure 6.49 and Figure 6.50. A contributing factor for this is flaws that were present in the test gauge length, as shown in Figure 6.51 and Figure 6.52.…”
Section: Discussionmentioning
confidence: 60%
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“…The percent elongation at fracture from strip tension tests for both X80 and X100 welds was low, i.e., under 10 percent. The uniform elongation, i.e., elongation at maximum load during the tests was also below what is usually expected [3], i.e., under 5 percent, in the case of the stress strain curves shown in Figure 6.49 and Figure 6.50. A contributing factor for this is flaws that were present in the test gauge length, as shown in Figure 6.51 and Figure 6.52.…”
Section: Discussionmentioning
confidence: 60%
“…The focus of this research was to modify current practices for extracting and testing All Weld Metal (AWM) specimens from a geometrically constrained girth weld. In a previous study [3], the strip specimen geometry was evaluated to determine the tensile properties of a GMAW cross section and it was then compared to the results obtained from the testing of a round bar Hounsfield specimen. It should also be noted that the strip specimen usually does not meet the gauge section dimensions of ASTM E8 [4] guidelines.…”
Section: All Weld Metal Tensile Testing Resultsmentioning
confidence: 99%