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  • Our study was focused on the behavior of lime-based mortars used for repairs of masonry elements. The full-scale testing was performed on masonry piers composed of five layers of bricks. The eccentric loading of piers was displacement-controlled in order to obtain a combination of compression and bending. The displacement field was monitored using a high-definition camera. Consequently, the corresponding strain field was evaluated using Digital Image Correlation (DIC) software Ncorr. In order to obtain stress-displacement diagrams and to check the results provided by DIC, the displacements were measured in the pier corners using extensometers attached to its face.
  • Our study was focused on the behavior of lime-based mortars used for repairs of masonry elements. The full-scale testing was performed on masonry piers composed of five layers of bricks. The eccentric loading of piers was displacement-controlled in order to obtain a combination of compression and bending. The displacement field was monitored using a high-definition camera. Consequently, the corresponding strain field was evaluated using Digital Image Correlation (DIC) software Ncorr. In order to obtain stress-displacement diagrams and to check the results provided by DIC, the displacements were measured in the pier corners using extensometers attached to its face. (en)
Title
  • Use of Digital Image Correlation for Damage Analysis of Masonry Piers
  • Use of Digital Image Correlation for Damage Analysis of Masonry Piers (en)
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  • Use of Digital Image Correlation for Damage Analysis of Masonry Piers
  • Use of Digital Image Correlation for Damage Analysis of Masonry Piers (en)
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  • RIV/68407700:21110/14:00219448!RIV15-MSM-21110___
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  • 52263
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  • RIV/68407700:21110/14:00219448
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  • finite element modeling; digital image correlation; masonry; compression; load-bearing capacity (en)
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  • [44B19F8440D6]
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  • Marianské Lázně
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  • Plzeň
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  • Experimental Stress Analysis 2014
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  • Tesárek, Pavel
  • Nežerka, Václav
  • Antoš, Jakub
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  • Výzkumný a zkušební ústav Plzeň s.r.o.
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  • 978-80-261-0376-9
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  • 21110
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