Search results for "Nonlinear FE"

showing 2 items of 2 documents

A microplane model for plane-stress masonry structures

2003

Publisher Summary For a refined nonlinear finite element analysis of masonry structures, an accurate constitutive model that is able to reproduce the desired phenomenological material features is required. Constitutive models for quasi-brittle materials, as plain concrete, have been proposed in the chapter, which allow to reproduce the very complex response in the two- or three-dimensional state of stress. Usually, the constitutive relations proposed are based on some appropriate extensions of elastic-plastic continuum models and more recently on continuum damage models. It has been observed that for these tensorial-based constitutive relations to be effective often require a large number o…

EngineeringNonlinear FEContinuum (measurement)business.industryConstitutive equationStructural engineeringMasonry structuresMasonrybusinessNonlinear finite element analysisMicroplane modelSettore ICAR/08 - Scienza Delle CostruzioniPlane stress
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A beam element allowing multiple slope discontinuities for RC structures: An application

2018

A beam/column element allowing the formation of multiple plastic hinges in columns or beams of a reinforced concrete (RC) framed structure is used in this work to show, through an application, its advantages with respect to conventional lumped plasticity models. Slope discontinuities can be located at any position of an Euler-Bernoulli beam span and not at the two extremes only. The model is in fact written in the framework of a modified lumped plasticity theory, and respectful of a thermodynamic approach. Flow rules and state equations are derived invoking the Theorem of maximum dissipation and using a Bresler's type activation domain. The beam element has already been implemented in a res…

Nonlinear FEM analysiLumped plasticityPlastic hingeSlope discontinuitySettore ICAR/08 - Scienza Delle CostruzioniBeam element
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