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. 2014 Apr 8;470(2164):20130709. doi: 10.1098/rspa.2013.0709

Figure 1.

Figure 1.

(a) A circular cylindrical sector with internal and external radii R1 and R2, respectively, and sector angle 2Θ0 straightened (b) under plane strain conditions into a rectangular block of thickness ba and length 2l.