B
Brian Cotterell
Researcher at University of Sydney
Publications - 116
Citations - 6970
Brian Cotterell is an academic researcher from University of Sydney. The author has contributed to research in topics: Fracture mechanics & Fracture (geology). The author has an hindex of 36, co-authored 116 publications receiving 6621 citations. Previous affiliations of Brian Cotterell include National University of Singapore & Agency for Science, Technology and Research.
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Plastic Rotation Factors of Three-Point Bend and Compact Tension Specimens
TL;DR: In this article, the authors used the theoretical slip-line field solutions for non-strain hardening materials (i.e., n = ∞) and the Kumar-German-Shih finite element plastic displacement solutions for strain hardening material (e.g., n 5 and are in reasonable agreement with those values recommended by ASTM Subcommittee E24) for calculation of crack tip opening displacements in these two types of specimens.
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On the relationship between crack tip opening displacement at the initiation of a ductile tear in low carbon steel, hydrostatic stress, and void growth
TL;DR: In this paper, the Rice-Tracey void growth model was used to analyze the effect of hydrostatic stress on the growth of voids from inclusions located near the tips of deep and shallow notches in three-point bend specimens.
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Prediction of the energy dissipation rate in ductile crack propagation
TL;DR: In this article, energy dissipation rate D vs. Δa curves in ductile fracture are predicted using a "conversion" between loads, load-point displacements and crack lengths predicted by NLEFM and those found in real ELPL propagation.
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Analysis of fatigue crack growth in a rubber-toughened epoxy resin: effect of temperature and stress ratio
TL;DR: In this paper, fatigue crack propagation in a rubber-toughened epoxy resin was studied at different test temperatures (−40 to 60°C) and stress ratios (0.05 to 0.70) using single edge-notched specimens at a frequency of 5 Hz.
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Fracture parameters for sintered steels
TL;DR: In this article, the authors show that the reason for the criterion not being met is that sintered steels have a considerable crack growth resistance KR, which is not appropriate for a single parameter, such as Pmax/PQ < 1.1.