2013
DOI: 10.1016/j.engfracmech.2012.11.017
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Reference loads for plates with semi-elliptical surface cracks subjected to tension and bending for application within R6 type flaw assessment

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Cited by 11 publications
(6 citation statements)
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“…has been modified by the expression normalΔLr=normalΔσapp2σ0 with Δσ app being the cyclic applied stress and σ 0 being what the authors call a reference yield stress of the structure containing cracks. For a more detailed explanation of the σ 0 concept, the reader may refer to Zerbst et al and Madia et al Parametric solutions for σ 0 , based on finite‐element analyses for tension, bending, combined tension‐bending and biaxial tension loading are provided in Madia et al…”
Section: Basic Modelmentioning
confidence: 99%
“…has been modified by the expression normalΔLr=normalΔσapp2σ0 with Δσ app being the cyclic applied stress and σ 0 being what the authors call a reference yield stress of the structure containing cracks. For a more detailed explanation of the σ 0 concept, the reader may refer to Zerbst et al and Madia et al Parametric solutions for σ 0 , based on finite‐element analyses for tension, bending, combined tension‐bending and biaxial tension loading are provided in Madia et al…”
Section: Basic Modelmentioning
confidence: 99%
“…However, fatigue crack propagation within the component will be subjected to different stresses based on the type of applied loading and the geometry of the component of interest so the width and height of the plate should be finite to consider the end effects. The plates with finite body sizes are widely used for fatigue surface crack growth studies under tension and bending loadings 25,34,35 …”
Section: Experimental Studymentioning
confidence: 99%
“…The geometry of surface‐crack tension (SCT) specimen (Figure 1B,C) was developed in this study on the basis of recommendations of previous research 33,34 . The thickness of specimen B is equal to 10 mm, the width of specimens W is equal to 40 mm, the length of specimens L is equal to 560.25emmm.…”
Section: Experimental Studymentioning
confidence: 99%
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“…Lei and Budden [4] solved the global limit load solutions for plates with surface cracks under combined biaxial forces and cross-thickness bending. Zerbst et al [5] treated the reference loads for plates with semi-elliptical surface cracks subjected to tension and bending for application within R6 type flaw assessment. Wilding et al [6] introduced a planar compliant joints design in lamina emergent mechanisms under combined bending and axial loading conditions.…”
Section: Introductionmentioning
confidence: 99%