A hybrid approach to determine fracture resistance for mode I and mixed‐mode I and II fracture specimens |
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Authors: | X. QIAN W. YANG |
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Affiliation: | Department of Civil Engineering, National University of Singapore, 1 Engineering Drive 2, Singapore 117576 |
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Abstract: | This paper proposes a hybrid approach to determine the fracture resistance for mode I and mixed‐mode I and II fracture specimens, combining both numerically computed and experimentally measured load (P) versus load‐line displacement (LLD or Δ) relationships for metallic fracture specimens. The hybrid approach predicates on the same principle as the conventional, multiple‐specimen experimental method in determining the energy release rate. The hybrid method computes the P–Δ curves from multiple finite element (FE) models, each with a different crack depth. The experimental procedure measures the P–Δ curve from a standard fracture specimen with a growing crack. The intersections between the experimental P–Δ curve and the numerical P–Δ curves from multiple FE models dictate the LLD levels to compute the strain energy (U) using the area under the numerical P–Δ curves. This method provides accurate estimates of the J resistance data for both SE(B) specimen under mode I loading and single‐edge notched specimens under mixed‐mode I and II loading. |
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Keywords: | fracture resistance J– R curve J‐resistance curve mixed‐mode |
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