TY - JOUR
T1 - Wave propagation in a strain-softening bar
T2 - Exact solution
AU - Bažant, Zdeněk P.
AU - Belytschko, Ted B.
PY - 1985/3
Y1 - 1985/3
N2 - A closed-form solution is given for a one-dimensional bar which undergqgs strain softening,(i.e a gradual decline of stress to zero at increasing strain).it is shown that-strain softening can occur in the interior of a body, and thafThe length of the strain-softening region tends to localize into a point, which agrees with what was previously shown by stability analysis for static situations. The stress in the strain-softening cross section drops to zero' in stantly, regardless of the shape of the strain-softening diagram, and the total energy dissipated in the strain-softening domain of the bar is found to vanish. Despite these unpleasant features, the problem apparently possesses a solution for certain boundary and initial conditionsHowever, the fact that the energy dissipation in the strain-softening process vanishes is not representative of the experimentally observed behavior of real strain-softening materials such as concrete or geomaterials.
AB - A closed-form solution is given for a one-dimensional bar which undergqgs strain softening,(i.e a gradual decline of stress to zero at increasing strain).it is shown that-strain softening can occur in the interior of a body, and thafThe length of the strain-softening region tends to localize into a point, which agrees with what was previously shown by stability analysis for static situations. The stress in the strain-softening cross section drops to zero' in stantly, regardless of the shape of the strain-softening diagram, and the total energy dissipated in the strain-softening domain of the bar is found to vanish. Despite these unpleasant features, the problem apparently possesses a solution for certain boundary and initial conditionsHowever, the fact that the energy dissipation in the strain-softening process vanishes is not representative of the experimentally observed behavior of real strain-softening materials such as concrete or geomaterials.
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U2 - 10.1061/(ASCE)0733-9399(1985)111:3(381)
DO - 10.1061/(ASCE)0733-9399(1985)111:3(381)
M3 - Article
AN - SCOPUS:0022028613
SN - 0733-9399
VL - 111
SP - 381
EP - 389
JO - Journal of Engineering Mechanics
JF - Journal of Engineering Mechanics
IS - 3
ER -