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For exact estimation of efficiency of a buckle arrestor,it is necessary to take the effect ofstructural inertia into account in the analysis of buckle propagation on elastic structures after meetingarrestors.Under this consideration,this paper deals with the dynamics of buckle arrest and its numerica1simulation on the basis of the beam system model used by Chater and Hutchinson(1983).The FEM com-bined with an improving arc-length control method is adopted to solve the dynamic equations describingthe arresting of buckle propagation. A new group of parameters for arrestor design which differs greatlyfrom that by the quasi-static analysis is obtained.The present results support the conclusion that the iner-tia of the beam cannot be neglected in such analysis.
For exact estimation of efficiency of a buckle arrestor, it is necessary to take the effect of structural inertia into account in the analysis of buckle propagation on elastic structures after meetingarrestors. Under this consideration, this paper deals with the dynamics of buckle arrest and its numerica1 simulations on the basis of the beam system model used by Chater and Hutchinson (1983). The FEM com-bined with an improving arc-length control method is adopted to solve the dynamic of the arresting of buckle propagation. A new group of parameters for arrestor design which vary greatly from that by the quasi-static analysis is obtained. the present results support the conclusion that the iner-tia of the beam can not be neglected in such analysis.