A Pressure Line Concept for Inelastic Bendingby Frank Baron,
Serial Information: Journal of the Engineering Mechanics Division, 1957, Vol. 83, Issue 1, Pg. 1-8
Document Type: Journal Paper
The concept of the pressure line, useful for arches and rigid frames, is developed for quickly estimating the effects of plasticity on the behavior of structural elements subjected to axial and flexural loads. An initial estimate, obtained by means of an elementary theory of mechanics, is adjusted to fit the conditions of plasticity.
Subject Headings: Inelasticity | Structural behavior | Axial loads | Plasticity | Rigid frames | Flexural strength | Arches
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