. . "3"^^ . . "4"^^ . . "Anto\u0161, Jakub" . "Influence of Microstructure and Defects at Micro-Scale on Effective Properties of Lime-Based Mortars"@en . "Praha" . "Praha" . "RIV/68407700:21110/14:00220337" . "2014-06-12+02:00"^^ . "21110" . . "S" . . . "Tes\u00E1rek, Pavel" . . "21511" . . "mortars; defects; aggregates; stiffness; lime"@en . . "RIV/68407700:21110/14:00220337!RIV15-MSM-21110___" . "Influence of Microstructure and Defects at Micro-Scale on Effective Properties of Lime-Based Mortars"@en . . . . "Influence of Microstructure and Defects at Micro-Scale on Effective Properties of Lime-Based Mortars" . "Influence of Microstructure and Defects at Micro-Scale on Effective Properties of Lime-Based Mortars" . . "Ne\u017Eerka, V\u00E1clav" . . . . . "Nanomateri\u00E1ly a nanotechnologie ve stavebnictv\u00ED 2014" . "The effective material properties of mortars and cementitious materials can be quite efficiently estimated using micromechanical modeling. To that purpose, a proper description of all phases in the terms of their morphology and mechanical properties must be known. The matrix-inclusions-voids homogenization scheme suitable for concrete does not give correct predictions of effective properties in the case of lime-based mortars because of a presence of shrinkage induced cracks between neighboring aggregates. On the other hand, the weak interfacial transition zone around aggregates, present in Portland cement concretes, can be also found in lime-based mortars. Our work is focused on the description of individual phases in the lime-based mortars and their mechanical properties."@en . "3"^^ . . "978-80-01-05512-0" . "[F25FDAF4201A]" . "The effective material properties of mortars and cementitious materials can be quite efficiently estimated using micromechanical modeling. To that purpose, a proper description of all phases in the terms of their morphology and mechanical properties must be known. The matrix-inclusions-voids homogenization scheme suitable for concrete does not give correct predictions of effective properties in the case of lime-based mortars because of a presence of shrinkage induced cracks between neighboring aggregates. On the other hand, the weak interfacial transition zone around aggregates, present in Portland cement concretes, can be also found in lime-based mortars. Our work is focused on the description of individual phases in the lime-based mortars and their mechanical properties." . "\u010Cesk\u00E9 vysok\u00E9 u\u010Den\u00ED technick\u00E9 v Praze" .