Behavior of a plate strip under shear and compressive stresses beyond the buckling limit (1938)
NASA Technical Reports Server (NTRS) · leaf 41
Figure 9.- Seduced "instantaneous" i shear modulus dr/dT for pure shear stress for the four limiting cases a) £l = r,= 0, b) p,=t,=0, c) £,=p,= 0, d) p, = p.=0. \'2 jt's' ■f = )r2 p* = E 1 —v" 3 b» Vr' J ft' ' It' I Figure 10.- dT/dr as a function of the excess stress beyond the critical for… … (€g-0). —— /■v / / ///
NASA Technical Reports Server (NTRS)
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