1 edition of Continuous and Discontinuous Modelling of Fracture in Concrete Using FEM found in the catalog.
Published
2013
by Springer Berlin Heidelberg, Imprint: Springer in Berlin, Heidelberg
.
Written in
Edition Notes
| Statement | by Jacek Tejchman, Jerzy Bobiński |
| Series | Springer Series in Geomechanics and Geoengineering |
| Contributions | Bobiński, Jerzy, SpringerLink (Online service) |
| Classifications | |
|---|---|
| LC Classifications | Q342 |
| The Physical Object | |
| Format | [electronic resource] / |
| ID Numbers | |
| Open Library | OL27027127M |
| ISBN 10 | 9783642284632 |
Modeling of localized damage and fracture in quasibrittle materials.- Microplane modelling and particle modelling of cohesive-frictional materials.- Short-term creep of shotcrete - thermochemoplastic material modelling and nonlinear analysis of a laboratory test and of . Tejchman, J, Bobiński, J. Wu, W, Borja, RI () Continuous and Discontinuous Modelling of Fracture in Concrete using FEM, Berlin-Heidelberg: Springer, pp. 1 – Google Scholar | Crossref van Mier, JGM () Multiaxial strain-softening of by:
Jacek Tejchman and Jerzy Bobiński, Continuous Approach to Concrete, Continuous and Discontinuous Modelling of Fracture in Concrete Using FEM, /_3, (), (). Crossref L. Snozzi, F. Gatuingt and J. F. Molinari, A meso-mechanical model for concrete under dynamic tensile and compressive loading, International Cited by: Continuous and Discontinuous Modelling of Fracture in Concrete Using FEM, Har $ $ Free shipping. Continuous and Discontinuous Modelling of Fracture in Concrete Using FEM, Har $ $ Free shipping. WORDING WORLD: VEENA DAS AND SCENES OF INHERITANCE (FORMS **BRAND NEW** Book must be returned in the same Seller Rating: % positive.
MULTISCALE CONTINUOUS AND DISCONTINUOUS MODELING OF HETEROGENEOUS MATERIALS: A REVIEW ON RECENT DEVELOPMENTS Micromechanical Analysis and Multi-Scale Modeling Using the Voronoi Cell Finite Element Method Mesoscale Characterization of Fracture Properties of Steel Fiber-Reinforced Concrete Using a Lattice–Particle Model. Francisco Cited by: A Consistent Partly and Fully Cracked XFEM Element for Modelling Fracture in Concrete Structures J. F. Mougaard1), P. N. Poulsen2) and L. O. Nielsen2) 1),2)Department of Civil Engineering, DTU, Lyngby, Denmark 1) jfm@ ABSTRACT This paper discusses the build-up of a partly cracked cohesive crack-tip element of higher.
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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 : Hardcover.
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.
springer, 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. Continuous and Discontinuous Modeling of Fracture in Concrete Using FEM. 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. from book Continuous and Discontinuous Modeling of Fracture in Concrete Using FEM (pp) Continuous and Discontinuous Modelling of Fracture in Plain Concrete under Monotonic Loading Chapter.
SSGG 7 - Continuous and Discontinuous Modelling of Fracture in Concrete Using FEM. Tejchman J., Bobiński J. () Continuous Modelling of Fracture in Plain Concrete under Cyclic Loading. In: Continuous and Discontinuous Modelling of Fracture in Concrete Using FEM. Springer Series in Geomechanics and : Jacek Tejchman, Jerzy Bobiński.
About this book. A knowledge of the mechanical behaviour of both naturally occurring materials, such as soils and rocks, and artificial materials such as concrete and industrial granular matter, is of fundamental importance to their proper use in engineering and scientific applications.
Continuous and discontinuous modelling of fracture in concrete using FEM, Springer, Berlin-Heidelberg (eds. Wu and R. Borja) ().
[2] J. Kozicki and F. Donze, "A new open-source software developer for numerical simulations using discrete modeling methods", Computer Methods in Applied Mechanics and Engineering.
()Cited by: Jacek Tejchman and Jerzy Bobiński, Continuous Approach to Concrete, Continuous and Discontinuous Modelling of Fracture in Concrete Using FEM, /_3, (), (). Crossref. Application of Extended Finite Element Method to Cracked Concrete Elements – Numerical Aspects Tejchman, J.
Bobiński, Continuous and discontinuous modeling of fracture in concrete using FEM. Springer, Berlin-Heidelberg (eds. Wu and R. Borja), 4. The main objective of this study is to investigate a complicated fracture process 2D conditions in concrete elements under bending at aggregate level using 2 different approaches: a meso-scale continuum model (based on FEM) and discrete model (based on DEM).Cited by: Continuous and discontinuous modelling of fracture in concrete using FEM.
[Jacek Tejchman; Jerzy Bobiński] -- The book analyzes a quasi-static fracture process in concrete and reinforced concrete by means of constitutive models formulated within continuum mechanics. Abstract (Limit: words) The effects of the descending branch of the tensile stress-strain curve, fracture energy, grid refinement, and load-step size on the response of finite element models of notched concrete beams are studied.
The width of the process zone and File Size: 2MB. fracture in concrete and other quasibrittle materials. The elder approaches to the finite element modeling of fracture, the smeared crack and the discrete crack, have been in the past years successfully complemented by the application of the so-called strong discontinuity approach (SDA) (Simo et al.
In contrast to the smeared crack. Uzyskane wyniki numeryczne porównano z wynikami paper presents results of numerical simulations of fracture in concrete using two different approaches.
First, fracture was modelled in a smeared way by an elasto-plastic and a damage continuum model. In elasto-plasticity, a Rankine criterion was : Jerzy Robert. Bobiński. If you have question, contact our Customer Service. eMail: customerservice@ phone North & Latin America: + phone Europe, Middle East, Africa, Asia, Pacific &.
[1] J. Tejchman and J. Bobiński, Continuous and discontinuous modelling of fracture in concrete using FEM, Springer, Berlin-Heidelberg (eds. Wu and R. Borja) (). [2] L. Skarzyński and J. Tejchman, "Calculations of fracture process zones on meso-scale in notched.
The EURO-C conference series (SplitZell am SeeInnsbruckBadgasteinSt. Johann im PongauMayrhofenSchladmingSt. Anton am Arlbergand Bad Hofgastein ) brings together researchers and practising engineers concerned with theoretical, algorithmic and validation aspects associated with computational simulations of concrete and concrete Cited by: 1.
Continuous and discontinuous modelling of ductile fracture Proefschrift ter verkrijging van de graad van doctor aan de Technische Universiteit Eindhoven, op gezag van de Rector Magnificus, C.J.
van Duijn, voor een commissie aangewezen door het College voor Promoties in het openbaar te verdedigen op maandag 11 april om uur door. Book Description. The EURO-C conference series (SplitZell am SeeInnsbruckBadgasteinSt.
Johann im PongauMayrhofenSchladmingSt. Anton am Arlbergand Bad Hofgastein ) brings together researchers and practising engineers concerned with theoretical, algorithmic and validation aspects associated with computational simulations of concrete .discontinuous displacements (see Figure 1).
The locus of material points experiencing that transition, is commonly termed in fracture mechanics the Fracture Process Zone (Bažant and Planas ). On those physical grounds, one could think that those non-linear continuum (stress-strain) constitutive models, commonly used in continuum.Some computational aspects of the Discontinuous Deformation Analysis (DDA) modelling framework as applied to the modelling of concrete fracturing are discussed.
In particular, the ability of DDA to model concrete behaviour through the entire range of fracture evolution from continuum to discontinuum is by:
