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Wrinkling failure of steel pipelines under monotonic load and deformation.

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Figure

Figure 4.19 Local Longitudinal Strain vs. Global Strain for Specimen 2 from test (Das et
Figure 4.22 Local Circumferential Strain vs. Global Strain for Specimen 2 from FEA
Figure 4.24 Extensometer Strain vs. Global Strain for Specimen 2 from FEA
Table 5.1 Results From Coupon FEA Models
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