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Open AccessJournal ArticleDOI

A localized mapped damage model for orthotropic materials

Luca Pelà, +3 more
- 01 Jul 2014 - 
- Vol. 124, pp 196-216
TLDR
In this article, an implicit orthotropic model based on the Continuum Damage Mechanics isotropic models is proposed to simulate the failure loci of common orthotropic materials, such as masonry, fiber-reinforced composites and wood.
About: 
This article is published in Engineering Fracture Mechanics.The article was published on 2014-07-01 and is currently open access. It has received 41 citations till now. The article focuses on the topics: Orthotropic material & Masonry.

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Citations
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Journal ArticleDOI

Modeling Strategies for the Computational Analysis of Unreinforced Masonry Structures: Review and Classification

Antonio Maria D'Altri, +9 more
- 01 Sep 2020 - 
TL;DR: A comprehensive review of the existing modeling strategies for masonry structures, as well as a novel classification of these strategies are presented, which attempts to make some order on the wide scientific production on this field.
Journal ArticleDOI

Micro-scale continuous and discrete numerical models for nonlinear analysis of masonry shear walls

Massimo Petracca, +5 more
- 15 Sep 2017 - 
TL;DR: In this article, a damage mechanics-based continuous micro-model for the analysis of masonry-walls is presented and compared with other two well-known discrete micro-models, which discretize masonry micro-structure with nonlinear interfaces for mortar-joints, and continuum elements for units.
Journal ArticleDOI

Multiscale computational first order homogenization of thick shells for the analysis of out-of-plane loaded masonry walls

Massimo Petracca, +5 more
- 01 Mar 2017 - 
TL;DR: In this paper, a multiscale method based on computational homogenization for the analysis of general heterogeneous thick shell structures, with special focus on periodic brick-masonry walls, is presented.
Journal ArticleDOI

A damaging block-based model for the analysis of the cyclic behaviour of full-scale masonry structures

Antonio Maria D'Altri, +4 more
- 15 Mar 2019 - 
TL;DR: In this paper, a damaging block-based model is proposed for the numerical analysis of the cyclic behavior of full-scale masonry structures, where solid 3D finite elements governed by a plastic damage constitutive law in tension and compression are used to model the blocks, while a cohesive-frictional contact-based formulation is developed to simulate their cyclic interaction.
Journal ArticleDOI

Finite element modelling of internal and multiple localized cracks

Savvas Saloustros, +3 more
- 01 Feb 2017 - 
TL;DR: A novel tracking algorithm that can simulate cracking starting at any point of the mesh and propagating along one or two orientations is proposed, which allows the simulation of structural case-studies experiencing multiple cracking.
References
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Journal ArticleDOI

Strain- and stress-based continuum damage models—I. Formulation

Juan C. Simo, +1 more
- 01 Jan 1987 - 
TL;DR: In this article, a dual framework for elastic cap damage was proposed, where a strain-and a stress-based approach was employed, and a viscous regularization of strain-based, rate-independent damage models was also developed.
Journal ArticleDOI

Plastic behavior and stretchability of sheet metals. Part I: A yield function for orthotropic sheets under plane stress conditions

Frédéric Barlat, +1 more
- 01 Jan 1989 - 
TL;DR: In this article, a yield function that describes the behavior of orthortropic sheets, metals exhibiting planar anisotropy and subjected to plane stress conditions is proposed, which is shown to give a reasonable approximation to plastic potentials calculated with the Taylor/Bishop and Hill theory of polycrystalline plasticity for plane stress states.
Journal ArticleDOI

A six-component yield function for anisotropic materials

Frédéric Barlat, +2 more
- 01 Jan 1991 - 
TL;DR: In this paper, a new six-component yield surface description for orthotropic materials is developed, which has the advantage of being relatively simple mathematically and yet is consistent with yield surfaces computed with polycrystal plasticity models.

Computational strategies for masonry structures

Paulo B. Lourenço
Journal ArticleDOI

The Brittle Strength of Orthotropic Materials

Oscar Hoffman
- 01 Apr 1967 - 
TL;DR: In this article, a phenomenological fracture condition for ortho tropic brittle materials is proposed, which can account for widely differing compressive and tensile strengths in ortho tropical brittle materials.
Related Papers (5)

Multisurface Interface Model for Analysis of Masonry Structures

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- 01 Jul 1997 - 

A plastic-damage model for concrete

Jacob Lubliner, +3 more
- 01 Jan 1989 - 

Crack band theory for fracture of concrete

Zdeněk P. Bažant, +1 more

Structural Analysis of Masonry Historical Constructions. Classical and Advanced Approaches

Pere Roca, +3 more
- 22 Jul 2010 - 

A non-linear interface element for 3D mesoscale analysis of brick-masonry structures

Lorenzo Macorini, +1 more
- 25 Mar 2011 - 
Frequently Asked Questions (2)
Q1. What have the authors contributed in "A localized mapped damage model for orthotropic materials" ?

This paper presents an implicit orthotropic model based on the Continuum Damage Mechanics isotropic models. 

A major advantage lies in the possibility of adjusting an isotropic criterion to the particular behaviour of the orthotropic material. Complex orthotropic damage threshold surfaces can be built by using simpler and well-known isotropic ones, hence avoiding the complex anisotropic yield functions normally adopted in Plasticity. The model can be used for the analysis of different orthotropic materials, such as wood, fibre reinforced composites and masonry. Since the computational costs is limited, it can be used in large scale computations [ 47,68,69 ].