A mixed micromechanical homogenisation scheme for the prediction of the 3D orthotropic elastic properties of different masonry bond typologies

[1]  A. Drougkas.  Macro-modelling of orthotropic damage in masonry: Combining micro-mechanics and continuum FE analysis , 2022, Engineering Failure Analysis.

[2]  Yunhua Luo.  Improved Voigt and Reuss Formulas with the Poisson Effect , 2022, Materials.

[3]  R. Esposito,et al.  An improved mean-field homogenization model for the three-dimensional elastic properties of masonry , 2022, European Journal of Mechanics - A/Solids.

[4]  R. Jasiński,et al.  Parameter estimation of a homogeneous macromodel of masonry wall made of autoclaved aerated concrete based on standard tests , 2022, Structures.

[5]  A. Drougkas,et al.  Homogenisation of masonry structures subjected to seismic loads through matrix/inclusion micromechanics , 2022, Structures.

[6]  A. Drougkas,et al.  Micro-mechanical homogenisation of three-leaf masonry walls under compression , 2021 .

[7]  J. Rots,et al.  In-plane seismic behaviour of retrofitted masonry walls subjected to subsidence-induced damage , 2020 .

[8]  E. Sacco,et al.  Micromechanical and multiscale computational modeling for stability analysis of masonry elements , 2020 .

[9]  K. Beyer,et al.  The ratio of shear to elastic modulus of in-plane loaded masonry , 2020, Materials and structures.

[10]  A. Drougkas,et al.  The confinement of mortar in masonry under compression: Experimental data and micro-mechanical analysis , 2019, International Journal of Solids and Structures.

[11]  A. Drougkas,et al.  Numerical Modeling of a Church Nave Wall Subjected to Differential Settlements: Soil-Structure Interaction, Time-Dependence and Sensitivity Analysis , 2019, International Journal of Architectural Heritage.

[12]  Climent Molins i Borrell,et al.  Experimental analysis and detailed micro-modeling of masonry walls subjected to in-plane shear , 2019, Engineering Failure Analysis.

[13]  F. Ubertini,et al.  Earthquake‐induced damage detection and localization in masonry structures using smart bricks and Kriging strain reconstruction: A numerical study , 2018, Earthquake Engineering & Structural Dynamics.

[14]  F. Cluni,et al.  Failure surface of quasi-periodic masonry by means of Statistically Equivalent Periodic Unit Cell approach , 2018 .

[15]  R. Davies,et al.  Global review of human-induced earthquakes , 2017 .

[16]  Nicola Cavalagli,et al.  Evaluation of a Statistically Equivalent Periodic Unit Cell for a quasi-periodic masonry , 2013 .

[17]  Dimitris Theodossopoulos,et al.  A review of analytical methods in the current design processes and assessment of performance of masonry structures , 2013 .

[18]  M. Cervera,et al.  Continuum damage model for orthotropic materials: Application to masonry , 2011 .

[19]  K. Sab,et al.  A homogenized Reissner-Mindlin model for orthotropic periodic plates: Application to brickwork panels , 2007 .

[20]  Rhj Ron Peerlings,et al.  Structural Damage Analysis of Masonry Walls using Computational Homogenization , 2007 .

[21]  Paulo B. Lourenço,et al.  Validation of analytical and continuum numerical methods for estimating the compressive strength of masonry , 2006 .

[22]  Rhj Ron Peerlings,et al.  Mesoscopic modeling of failure and damage-induced anisotropy in brick masonry , 2004 .

[23]  I. Doghri,et al.  Mean-field homogenization of multi-phase thermo-elastic composites: a general framework and its validation , 2004 .

[24]  Paulo B. Lourenço,et al.  A micro-mechanical model for the homogenisation of masonry , 2002 .

[25]  K. Tanaka,et al.  Average stress in matrix and average elastic energy of materials with misfitting inclusions , 1973 .

[26]  Rodney Hill,et al.  The essential structure of constitutive laws for metal composites and polycrystals , 1967 .

[27]  J. D. Eshelby.  The determination of the elastic field of an ellipsoidal inclusion, and related problems , 1957, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[28]  Serena Cattari,et al.  PERPETUATE guidelines for seismic performance-based assessment of cultural heritage masonry structures , 2014, Bulletin of Earthquake Engineering.

[29]  Luisa Rovero,et al.  A micromechanical model for linear homogenization of brick masonry , 1999 .

[30]  A. Reuss,et al.  Berechnung der Fließgrenze von Mischkristallen auf Grund der Plastizitätsbedingung für Einkristalle . , 1929 .

[31]  W. Voigt.  Ueber die Beziehung zwischen den beiden Elasticitätsconstanten isotroper Körper , 1889 .