A three-dimensional plasticity-damage constitutive model for timber under cyclic loads. (15th January 2018)

• Record Type: Journal Article
• Authors: Sirumbal-Zapata, Luis F.; Málaga-Chuquitaype, Christian; Elghazouli, Ahmed Y.
• Is Part Of: Computers & structures. Volume 195(2018)
• Page Start: 47
• Page End: 63
• Publication Date: 2018-01-15
• Subjects: Timber -- Plasticity -- Continuum damage mechanics -- Orthotropy -- Cyclic loading -- Numerical algorithm; Structural engineering -- Data processing -- Periodicals; Electronic data processing -- Structures, Theory of -- Periodicals; 624.171
• DOI: 10.1016/j.compstruc.2017.09.010
• Languages: English
• ISSNs: 0045-7949

Abstract

Highlights: Efficient plasticity-damage constitutive model accounting for ductile and brittle failure of timber. A closed-form expression of the algorithm consistent tangent operator is derived. All model input parameters linked to wood physical material properties for experimental calibration. The constraint of classical orthotropic plasticity models in three-dimensional finite element simulations of timber under cyclic loads overcome. Three-dimensional simulation of large timber structures under cyclic loads is demonstrated. Abstract: The performance of timber structures is governed by the nonlinear response at their connections, where high deformation levels and stress concentrations are developed, particularly when subjected to load reversals. To date, no constitutive model for wood under cyclic load exists which is able to incorporate its most important failure modes while considering plastic deformations and cyclic stiffness and strength degradation simultaneously. This paper presents the formulation and implementation of a plasticity-damage model with these characteristics within a continuum mechanics approach. The theoretical framework of both plasticity and damage models is described, and a detailed derivation of the constitutive equations required for their computational implementation and coupling as well as the return mapping and iterative algorithms for their integration are presented. The damage evolution process is handled by two independent scalar variables for tension and compression. A general orthotropic plasticity yield surface with isotropic hardening is employed to incorporate timber plastic flow in compression. A closed-form expression for the plasticity-damage consistent tangent operator is derived. It is demonstrated that the proposed constitutive model captures all the key characteristics required for an accurate modelling of timber under large deformation levels until failure.