Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
772047 | Engineering Fracture Mechanics | 2008 | 25 Pages |
Abstract
The sequentially linear analysis is a robust alternative to nonlinear finite element analysis of structures when bifurcation, snap-back or divergence problems arise. The load–displacement response is captured by a series of linear analyses as a sequence of ‘events’. Every ‘event’ is a scaled critical state corresponding to the reaching of some peak of some saw-tooth for some softening element. Now, the approach is extended with a rippled saw-tooth curve which applies to any stress–strain diagram, including compression nonlinearity and yielding of reinforcement. Several RC structural examples demonstrate that both sharp snap-backs as well as ductile failures can be handled correctly.
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Physical Sciences and Engineering
Engineering
Mechanical Engineering
Authors
Jan G. Rots, Beatrice Belletti, Stefano Invernizzi,