Mercatoris, Benoît ; Université Libre de Bruxelles - ULB > Building, Architecture and Town Planning Dept.
Bouillard, Ph; Building, Architecture and Town Planing Department, Université Libre de Bruxelles (ULB), Av. F.-D. Roosevelt 50, 1050 Brussels, Belgium
Massart, T. J.; Building, Architecture and Town Planing Department, Université Libre de Bruxelles (ULB), Av. F.-D. Roosevelt 50, 1050 Brussels, Belgium
Language :
English
Title :
Multi-scale detection of failure in planar masonry thin shells using computational homogenisation
scite shows how a scientific paper has been cited by providing the context of the citation, a classification describing whether it supports, mentions, or contrasts the cited claim, and a label indicating in which section the citation was made.
Bibliography
Cuomo M., and Ventura G. A complementary energy formulation for no tension masonry-like solids. Comput Methods Appl Mech Engng 189 (2000) 313-339
Pietruszczak S., and Ushaksarei R. Description of inelastic behaviour of structural masonry. Int J Solids Struct 40 (2003) 4003-4019
Papa E., and Nappi A. Numerical modelling of masonry: a material model accounting for damage effects and plastic strains. Appl Math Modelling 21 (1997) 319-335
Berto L., Saetta A., Scotta R., and Vitaliani R. An orthotropic damage model for masonry structures. Int J Numer Methods Engng 55 (2002) 127-157
Lourenço P.B., de Borst R., and Rots J.G. A plane stress softening plasticity model for orthotropic materials. Int J Numer Methods Engng 40 21 (1997) 4033-4057
van Zijl G.P.A.G., de Borst R., and Rots J.G. A numerical model for the time-dependent cracking of cementitious materials. Int J Numer Methods Engng 52 (2001) 637-654
Lourenço P.B. Anisotropic softening model for masonry plates and shells. J Struct Engng ASCE 126 9 (2000) 1008-1016
Pande G.N., Liang J.X., and Middleton J. Equivalent elastic moduli for brick masonry. Comput Geotech 8 (1989) 243-265
Anthoine A. Derivation of the in-plane elastic characteristics of masonry through homogenization theory. Int J Solids Struct 32 2 (1995) 137-163
Cecchi A., and Sab K. A multi-parameter homogenization study for modeling elastic masonry. Eur J Mech A/Solids 21 (2002) 249-268
Cecchi A., and Di Marco R. Homogenization of masonry walls with a computational oriented procedure. Eur J Mech A/Solids 19 (2000) 535-546
Cecchi A., and Rizzi N.L. Heterogeneous elastic solids: a mixed homogenization-rigidification technique. Int J Solids Struct 38 (2001) 29-36
Zucchini A., and Lourenço P.B. A micro-mechanical model for the homogenization of masonry. Int J Solids Struct 39 (2002) 3233-3255
Cecchi A., and Sab K. Out of plane model for heterogeneous periodic materials: the case of masonry. Eur J Mech A/Solids 21 (2002) 715-746
Cecchi A., and Sab K. A comparison between a 3D discrete model and two homogenised plate models for periodic elastic brickwork. Int J Solids Struct 41 (2004) 2259-2276
Cecchi A., and Sab K. A homogenized Reissner-Mindlin model for orthotropic periodic plates: application to brickwork panels. Int J Solids Struct 44 18-19 (2007) 6055-6079
Mistler M., Anthoine A., and Butenweg C. In-plane and out-of-plane homogenisation of masonry. Comput Struct 85 (2007) 1321-1330
Geers M.G.D., Coenen E.W.C., and Kouznetsova V.G. Multi-scale computational homogenization of structured thin sheets. Modelling Simul Mater Sci Engng 15 (2007) S393-S404
De Buhan P., and De Felice G. A homogenization approach to the ultimate strength of brick masonry. J Mech Phys Solids 45 7 (1997) 1085-1104
Pegon P., and Anthoine A. Numerical strategies for solving continuum damage problems with softening: application to the homogenization of masonry. Comput Struct 64 (1997) 623-642
Anthoine A. Homogenization of periodic masonry: plane stress, generalized plane strain or three-dimensional modelling?. Commun Numer Methods Engng 13 (1997) 319-326
Massart T.J., Peerlings R.H.J., and Geers M.G.D. Mesoscopic modeling of failure and damage-induced anisotropy in brick masonry. Eur J Mech A/Solids 23 (2004) 719-735
Massart T.J., Peerlings R.H.J., Geers M.G.D., and Gottcheiner S. Mesoscopic modeling of failure in brick masonry accounting for three-dimensional effects. Engng Fract Mech 72 (2005) 1238-1253
Milani G., Lourenço P.B., and Tralli A. Homogenised limit analysis of masonry walls, part I: failure surfaces. Comput Struct 84 3-4 (2006) 166-180
Milani G., Lourenço P.B., and Tralli A. Homogenised limit analysis of masonry walls, part II: structural examples. Comput Struct 84 3-4 (2006) 181-195
Milani G., Lourenço P.B., and Tralli A. Homogenization approach for the limit analysis of out-of-plane loaded masonry walls. J Struct Engng ASCE 132 10 (2006) 1650-1663
Cecchi A., Milani G., and Tralli A. A Reissner-Mindlin limit analysis model for out-of-plane loaded running bond masonry walls. Int J Solids Struct 44 (2007) 1438-1460
Feyel F., and Chaboche J.L. FE2 multiscale approach for modelling the elastoviscoplastic behaviour of long fiber SiC/Ti composite materials. Comput Methods Appl Mech Engng 183 (2000) 309-330
Smit R.J.M., Brekelmans W.A.M., and Meijer H.E.H. Prediction of the mechanical behaviour of nonlinear heterogeneous systems by multi-level finite element modeling. Comput Methods Appl Mech Engng 155 (1998) 181-192
Luciano R., and Sacco E. Homogenization technique and damage model for old masonry material. Int J Solids Struct 34 24 (1997) 3191-3208
Luciano R., and Sacco E. A damage model for masonry structures. Eur J Mech A/Solids 17 2 (1998) 285-303
Massart T.J., Peerlings R.H.J., and Geers M.G.D. An enhanced multi-scale approach for masonry wall computations with localization of damage. Int J Numer Methods Engng 69 (2007) 1022-1059
Kouznetsova V., Brekelmans W.A.M., and Baaijens F.P.T. An approach to micro-macro modeling of heterogeneous materials. Comput Mech 27 (2001) 37-48
Geers MGD. Multiscale modelling and design of new materials (course notes). Udine: Int Center Mech Sci; 2005.
Kouznetsova V., Geers M.G.D., and Brekelmans W.A.M. Multi-scale constitutive modelling of heterogeneous materials with a gradient-enhanced computational homogenization scheme. Int J Numer Methods Engng 54 (2002) 1235-1260
Lourenço P.B., and Rots J.G. Multisurface interface model for analysis of masonry structures. J Engng Mech ASCE 123 (1997) 660-668
van Zijl GPAG. Computational modelling of masonry creep and shrinkage. PhD thesis, Delft University of Technology; 2000.
van der Pluijm R. Out-of-plane bending of masonry - behaviour and strength. PhD thesis, Eindhoven University of Technology; 1999.
van Zijl G.P.A.G. Modeling masonry shear-compression: role of dilatancy highlighted. J Engng Mech ASCE 130 11 (2004) 1289-1296
Makowski J., and Stumpf H. Strain localization in stress-resultant theory of shells. Mech Res Commun 25 4 (1998) 455-465
Rice J.R. The localization of plastic deformations. In: Koiter W.T. (Ed). Theoretical and applied mechanics (1976), North-Holland Publishing Company
Rice J.R., and Rudnicki J.W. A note on some features of the theory of localization of deformation. Int J Solids Struct 16 (1980) 597-605
Geers M.G.D. Enhanced solution control for physically and geometrically non-linear problems part I - the subplane control approach. Int J Numer Methods Engng 46 (1999) 177-204
Geers M.G.D. Enhanced solution control for physically and geometrically non-linear problems part II - Comparative performance analysis. Int J Numer Methods Engng 46 (1999) 205-230
Massart T.J., Peerlings R.H.J., and Geers M.G.D. A dissipation-based control method for the multi-scale modelling of quasi-brittle materials. CR Mecanique 333 (2005) 521-527
Similar publications
Sorry the service is unavailable at the moment. Please try again later.
This website uses cookies to improve user experience. Read more
Save & Close
Accept all
Decline all
Show detailsHide details
Cookie declaration
About cookies
Strictly necessary
Performance
Strictly necessary cookies allow core website functionality such as user login and account management. The website cannot be used properly without strictly necessary cookies.
This cookie is used by Cookie-Script.com service to remember visitor cookie consent preferences. It is necessary for Cookie-Script.com cookie banner to work properly.
Performance cookies are used to see how visitors use the website, eg. analytics cookies. Those cookies cannot be used to directly identify a certain visitor.
Used to store the attribution information, the referrer initially used to visit the website
Cookies are small text files that are placed on your computer by websites that you visit. Websites use cookies to help users navigate efficiently and perform certain functions. Cookies that are required for the website to operate properly are allowed to be set without your permission. All other cookies need to be approved before they can be set in the browser.
You can change your consent to cookie usage at any time on our Privacy Policy page.