Overview
- Analyzes a quasi-static fracture process in concrete and reinforced concrete
- Presents a continuous and discontinuous finite elements modelling approach
- Written by leading experts in the field
Part of the book series: Springer Series in Geomechanics and Geoengineering (SSGG)
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Table of contents (10 chapters)
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Front Matter
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Back Matter
Keywords
About this book
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.
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.” (Răzvan Răducanu, Zentralblatt MATH, Vol. 1252, 2012)
Authors and Affiliations
Bibliographic Information
Book Title: Continuous and Discontinuous Modelling of Fracture in Concrete Using FEM
Authors: Jacek Tejchman, Jerzy Bobiński
Series Title: Springer Series in Geomechanics and Geoengineering
DOI: https://doi.org/10.1007/978-3-642-28463-2
Publisher: Springer Berlin, Heidelberg
eBook Packages: Engineering, Engineering (R0)
Copyright Information: Springer-Verlag GmbH Berlin Heidelberg 2013
Hardcover ISBN: 978-3-642-28462-5Published: 28 July 2012
Softcover ISBN: 978-3-642-43363-4Published: 09 August 2014
eBook ISBN: 978-3-642-28463-2Published: 28 July 2012
Series ISSN: 1866-8755
Series E-ISSN: 1866-8763
Edition Number: 1
Number of Pages: VI, 418