Numerical modeling of the in-plane behavior of historical brick masonry walls

Acta Mechanica

Volumn 221, Issue 1-2, 2011, Pages 65-77

  Furtmüller, Thomas ^a   Adam, Christoph ^a  

^a UNIVERSITY OF INNSBRUCK   (Austria)

Author keywords

[No Author keywords available]

Indexed keywords

BRICK MASONRY; COMPARATIVE SIMULATION; FINITE ELEMENT PROGRAMS; HOMOGENIZED MODEL; IN-PLANE; IN-PLANE LOADS; LOADING CONDITION; MACRO MODEL; MACRO SCALE; MATERIAL PARAMETER; MESOSCALE; MULTI-SURFACE PLASTICITY; NUMERICAL HOMOGENIZATION; NUMERICAL MODELING; PARAMETER SET;

COMPUTER SIMULATION; FAILURE ANALYSIS; FINITE ELEMENT METHOD; MACROS; NUMERICAL METHODS;

BRICK;

EID: 80052580679     PISSN: 00015970     EISSN: None     Source Type: Journal    
DOI: 10.1007/s00707-011-0493-z     Document Type: Article

References (20)

1. A. Anthoine 1995 Derivation of the in-plane elastic characteristics of masonry through homogenization theory Int. J. Solids Struct. 32 137 163 0868.73010 10.1016/0020-7683(94)00140-R
2. A. Anthoine 1997 Homogenization of periodic masonry: plane stress, generalized plane strain or 3d modelling? Commun. Numer. Methods Eng. 13 319 326 0879.73006 10.1002/(SICI)1099-0887(199705)13:5<319::AID-CNM55>3.0.CO;2-S (Pubitemid 127616172)
3. P. de Buhan G. de Felice 1997 A homogenization approach to the ultimate strength of brick masonry J. Mech. Phys. Solids 45 1085 1104 1456881 0977.74565 10.1016/S0022-5096(97)00002-1 (Pubitemid 127416860)
4. Dassault Systèmes Simulia Corp.: Abaqus Theory Manual v6.9 (2009)
5. M. Dhanasekar A.W. Page P.W. Kleeman 1985 The failure of brick masonry under biaxial stresses Proc. Inst. Civ. Eng. 79 295 313 (Pubitemid 15567060)
6. Furtmüller, T.: Numerische und experimentelle Untersuchungen von Mauerwerk in Gründerzeithäusern in Hinblick auf deren Erdbebensicherheit [in German]. Ph.D. thesis, Universität Innsbruck (2011)
7. Furtmüller, T., Adam, C., Niederegger, C.: Material parameters of historical bricks, mortar, and brick masonry (to be published)
8. J. Füssl R. Lackner J. Eberhardsteiner H.A. Mang 2008 Failure modes and effective strength of two-phase materials determined by means of numerical limit analysis Acta Mech. 195 185 202 1136.74037 10.1007/s00707-007-0550-9
9. Ganz, H.R.: Mauerwerksscheiben unter Normalkraft und Schub [in German]. Tech. Rep. 148, Institut für Baustatik und Konstruktion ETH Zürich (1985)
10. Ganz, H.R., Thürlimann, B.: Versuche an Mauerwerksscheiben unter Normalkraft und Querkraft [in German]. Tech. Rep. 7502-4, Institut für Baustatik und Konstruktion ETH Zürich (1984)
11. A. Hillerborg M. Modéer P.E. Peterson 1976 Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements Cem. Concr. Res. 6 773 782 10.1016/0008-8846(76)90007-7
12. Jirásek, M.: Modeling of localized inelastic deformation. Lecture Notes, Czech Technical University, Prague (2007)
13. Lourenco, P.B.: Computational strategies for masonry structures. Ph.D. thesis, Technische Universiteit Delft (1996)
14. S. Lu R. Heuer 2007 Seismic assessment of lifeline masonry structures using an advanced material model Struct. Control Health Monit. 14 321 332 10.1002/stc.160 (Pubitemid 46491911)
15. W. Mann H. Müller 1973 Bruchkriterien für querkraftbeanspruchtes Mauerwerk und ihre Anwendung auf gemauerte Wand scheiben [in German] Die Bautechnik 50 421 425
16. M. Mistler A. Anthoine C. Butenweg 2007 In-plane and out-of-plane homogenisation of masonry Comput. Struct. 85 1321 1330 10.1016/j.compstruc.2006. 08.087 (Pubitemid 47048813)
17. A.W. Page 1983 The strength of brick masonry under biaxial tension-compression Int. J. Mason. Constr. 3 26 31
18. Schlegel, R.: Numerische Berechnung von Mauerwerkstrukturen in homogenen und diskreten Modellierungsstrategien [in German]. Phd thesis, Bauhaus-Universität Weimar (2004)
19. Seismic System Identification. www.seismid.com (2006)
20. Simo J., Hughes T.: Computational Inelasticity. Springer, Berlin (1998)