Treffer: Viscous damage model for Timoshenko beam structures

Title:
Viscous damage model for Timoshenko beam structures
Authors:
Barbat Barbat, Horia Alejandro, Oller Martínez, Sergio Horacio, Oñate Ibáñez de Navarra, Eugenio, Hanganu, Alex
Contributors:
Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental, Universitat Politècnica de Catalunya. GMNE - Grup de Mètodes Numèrics en Enginyeria
Publication Year:
1995
Collection:
Universitat Politècnica de Catalunya, BarcelonaTech: UPCommons - Global access to UPC knowledge
Subject Terms:
Àrees temàtiques de la UPC::Matemàtiques i estadística::Anàlisi numèrica, Àrees temàtiques de la UPC::Matemàtiques i estadística::Matemàtica aplicada a les ciències, Numerical analysis--Simulation methods, Fluid dynamics (Mathematics), Research Report CIMNE, Anàlisi numèrica, Dinàmica de fluids, Classificació AMS::65 Numerical analysis::65D Numerical approximation and computational geometry, Classificació AMS::76 Fluid mechanics::76D Incompressible viscous fluids
Document Type:
Report report
File Description:
26 p.; application/pdf
Language:
English
Relation:
PI 77; https://www.scipedia.com/public/Barbat_et_al_1995b; Barbat, A. H. [et al.]. "Viscous damage model for Timoshenko beam structures". 1995.; http://hdl.handle.net/2117/183689
Availability:
http://hdl.handle.net/2117/183689
Rights:
Open Access
Accession Number:
edsbas.E53FA74
Database:
BASE

Weitere Informationen

A local damage constitutive model based on Kachanov’s theory is used within a finite element frame and applied to the case of 2D and 3D Timoshenko beam elements. The model takes into account viscous effects, thus allowing damping to be considered in a rigorous way. A damage index based on potential energy criteria, useful in evaluating the behaviour of structures or of parts of structures, is proposed. The procedure is applied to estimate the damage produced by seismic actions in reinforced concrete building structures, whose response is computed by using a non-linear Newmark-type incremental time integration scheme. Three numerical examples are included; one of them compares results obtained by using the proposed model with results of a laboratory test. ; Preprint