3D Fiber-Based Frame Element with Multiaxial Stress Interaction for RC Structures

A three-dimensional fiber-based frame element accounting for multiaxial stress conditions in reinforced concrete structures is presented. The element formulation relies on the classical Timoshenko beam theory combined with sectional fiber discretization and a triaxial constitutive model for reinforc...

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Bibliographic Details
Main Authors: Alexander Kagermanov, Paola Ceresa
Format: Article
Language:English
Published: Wiley 2018-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2018/8596970
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