Continuum damage models with non-conventional finite element formulations

• Published in: International journal of non-linear mechanics Vol. 45; no. 2; pp. 83 - 99
• Main Authors: Silva, C.M., Castro, L.M.S.S.
• Format: Journal Article
• Language: English
• Published: Elsevier Ltd 01.03.2010; Elsevier
• Subjects: Hybrid and mixed finite element formulations; Legendre polynomials; Non-local damage models; Hybrid and mixed finite element formulations; Legendre polynomials; Non-local damage models
• ISSN: 0020-7462; 1878-5638; 1878-5638
• DOI: 10.1016/j.ijnonlinmec.2009.09.005

In recent years, some research effort has been devoted to the development of non-conventional finite element models for the analysis of concrete structures. These models use continuum damage mechanics to represent the physically non-linear behavior of this quasi-brittle material. Two alternative approaches proved to be robust and computationally competitive when compared with the classical displacement finite element implementations. The first corresponds to the hybrid–mixed stress model where both the effective stress and the displacement fields are independently modeled in the domain of each finite element and the displacements are approximated along the static boundary, which is considered to include the inter-element edges. The second approach corresponds to a hybrid–displacement model. In this case, the displacements in the domain of each element and the tractions along the kinematic boundary are independently approximated. Since it is a displacement model, the inter-element boundaries are now included in the kinematic boundary. In both models, complete sets of orthonormal Legendre polynomials are used to define all approximations required, so very effective p-refinement procedures can be implemented. This paper illustrates the numerical performance of these two alternative approaches and compares their efficiency and accuracy with the classical finite element models. For this purpose, a set of numerical tests is presented and discussed.