Continuous and Discontinuous Modelling of Fracture in Concrete Using FEM

Author:   Jacek Tejchman ,  Jerzy Bobiński
Publisher:   Springer-Verlag Berlin and Heidelberg GmbH & Co. KG
Edition:   2013 ed.
ISBN:  

9783642433634


Pages:   418
Publication Date:   09 August 2014
Format:   Paperback
Availability:   Manufactured on demand   Availability explained
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Continuous and Discontinuous Modelling of Fracture in Concrete Using FEM


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Overview

The book analyzes a quasi-static fracture process in concrete and reinforced concrete by means of constitutive models formulated within continuum mechanics. A continuous and discontinuous modelling approach was used. Using a continuous approach, numerical analyses were performed using a finite element method and four different enhanced continuum models: isotropic elasto-plastic, isotropic damage and anisotropic smeared crack one. The models were equipped with a characteristic length of micro-structure by means of a non-local and a second-gradient theory. So they could properly describe the formation of localized zones with a certain thickness and spacing and a related deterministic size effect. Using a discontinuous FE approach, numerical results of cracks using a cohesive crack model and XFEM were presented which were also properly regularized. Finite element analyses were performed with concrete elements under monotonic uniaxial compression, uniaxial tension, bending and shear-extension. Concrete beams under cyclic loading were also simulated using a coupled elasto-plastic-damage approach. Numerical simulations were performed at macro- and meso-level of concrete. A stochastic and deterministic size effect was carefully investigated. In the case of reinforced concrete specimens, FE calculations were carried out with bars, slender and short beams, columns, corbels and tanks. Tensile and shear failure mechanisms were studied. Numerical results were compared with results from corresponding own and known in the scientific literature laboratory and full-scale tests.    

Full Product Details

Author:   Jacek Tejchman ,  Jerzy Bobiński
Publisher:   Springer-Verlag Berlin and Heidelberg GmbH & Co. KG
Imprint:   Springer-Verlag Berlin and Heidelberg GmbH & Co. K
Edition:   2013 ed.
Dimensions:   Width: 15.50cm , Height: 2.20cm , Length: 23.50cm
Weight:   0.646kg
ISBN:  

9783642433634


ISBN 10:   3642433634
Pages:   418
Publication Date:   09 August 2014
Audience:   Professional and scholarly ,  Professional & Vocational
Format:   Paperback
Publisher's Status:   Active
Availability:   Manufactured on demand   Availability explained
We will order this item for you from a manufactured on demand supplier.

Table of Contents

Introduction.- General.- Literature Overview.- Theoretical Models.- Discrete Lattice Model.- Epilogue.

Reviews

From the reviews: This book analyzes quasi-static and static processes in concretes and reinforced concretes by means of constitutive models formulated within continuum mechanics. The authors use continuous and discontinuous approaches. ... be of interest to students and researchers in fracture mechanics, applied mathematics, solid mechanics and mechanical engineering. (Razvan Raducanu, Zentralblatt MATH, Vol. 1252, 2012)


From the reviews: This book analyzes quasi-static and static processes in concretes and reinforced concretes by means of constitutive models formulated within continuum mechanics. The authors use continuous and discontinuous approaches. ... be of interest to students and researchers in fracture mechanics, applied mathematics, solid mechanics and mechanical engineering. (Razvan Raducanu, Zentralblatt MATH, Vol. 1252, 2012)


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