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Response of a “Plastic hinge” to low-cycle alternating deflections
National licenceAuthors describe an experimental technique for obtaining a response on which the deflection range is prescribed. This response is expressed in terms of nonlinear moment-curvature relationshipsSpringer Verlag | 1968| -
Moment-curvature models under reverse cyclic straining
National licenceAuthors discuss the development of models from stress-strain curves obtained through tests on axially loaded mild-steel specimens subjected to cyclic alternating plastic strainsSpringer Verlag | 1969| -
Deformation behaviour of mild steel beams under alternating loads
National licenceSpringer Verlag | 1973| -
Inelastic deformations of mild-steel beams under symmetrical and unsymmetrical cyclic bending
Online Contents | 1974| -
Inelastic deformations of mild-steel beams under symmetrical and unsymmetrical cyclic bending
National licenceCyclic moment-curvature relation is established experimentally and is used in predicting the behavior of cantilever beams under cyclic equal and unequal tip deflections. The theory agreed reasonably well with experiments for this structural configurationSpringer Verlag | 1974| -
Fatigue resistance of large-size helically corrugated aluminum sheathed cables
Tema Archive | 1980|
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