2015
DOI: 10.1016/j.engfracmech.2015.04.031
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Effects of specimen geometry and anisotropic material response on the tensile strain capacity of flawed spiral welded pipes

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Cited by 8 publications
(4 citation statements)
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“…is the elastic trial stress, and (11) Furthermore, integration of the back-stress evolution equation 4…”
Section: Numerical Implementation Of Constitutive Modelmentioning
confidence: 99%
“…is the elastic trial stress, and (11) Furthermore, integration of the back-stress evolution equation 4…”
Section: Numerical Implementation Of Constitutive Modelmentioning
confidence: 99%
“…They performed a large series of finite element analysis (FEA) simulations and tests of CWPs to quantify the effect of pipe steel heterogeneity on strain capacity and proposed a new strain capacity equation. Van Minnebruggen et al (Van Minnebruggen et al, 2015), investigated the effect of the pipe forming angle, weld strength overmatch and material strength anisotropy on tensile strain capacity and emphasized that ignoring anisotropy in FEA may overestimate the strain capacity. Bastola et al (2017), carried out a literature review, small-scale testing, full-scale pipe bending and reeling tests, and detailed FEA to investigate the strain capacity of girth-welded X80 pipes.…”
Section: Introductionmentioning
confidence: 99%
“…The bending deformation response of large-diameter spiral-welded tubes tested in [4] was simulated numerically by Vasilikis et al [10] and a very good comparison with the test results was found; this work has also been a first attempt to account for the manufacturing process effects on structural performance in a rigorous manner. More recently, using parametric finite element analyses, Van Minnebruggen et al [11] studied the influence of pipe forming angle, weld strength overmatch and material strength anisotropy on the tensile strain capacity of flawed spiral welded pipes.…”
Section: Introductionmentioning
confidence: 99%