RT info:eu-repo/semantics/article
T1 Damage coupled to yield function for the elastoplastic analysis of framed structures
A1 Chica Arrieta, Edwin Lenin
A1 García Terán, José María
A1 Lorenzana Ibán, Antolín
K1 damage
K1 yield function
K1 yield surface
AB A method for coupling the variable damage to the yield function of a 2D beam element is presented. The damage is represented by a scalar interna! variable which expresses the loss of strength of the material during ductile or fatigue processes and it is concentrated at the ends ofthe element. Yield surfaces, considering the interaction of bending moment, axial force, shear force and damage of material are also given. And the yield function obtained can be used to determine the elastoplastic stiffness matrix ofbeam element used for the structural analysis.
PB ASIAN JOURNAL OF CIVIL ENGINEERING
YR 2008
FD 2008
LK https://uvadoc.uva.es/handle/10324/82098
UL https://uvadoc.uva.es/handle/10324/82098
LA eng
NO ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING) VOL. 9, NO. 6 (2008) PAGES 549-561
NO Producción Científica
DS UVaDOC
RD 01-feb-2026