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  • Crushed bricks were added into lime-based mortars since the ancient times. These mortars proved to be durable and resistant to earthquake loading. The compliance of the crushed brick particles results in a reduction of stress concentrations around aggregates during mechanical loading and shrinkage cracking. The damage development during the three-point bending was investigated using a 2D plane-stress nonlinear finite element analysis utilizing isotropic damage model. The results were compared to the experimentally obtained data and the study revealed that the numerical model is able to capture trends observed during the experimental testing. Both, numerical and experimental, analyses indicate that the addition of crushed brick makes the mortars more compliant and does not contribute to a strength reduction.
  • Crushed bricks were added into lime-based mortars since the ancient times. These mortars proved to be durable and resistant to earthquake loading. The compliance of the crushed brick particles results in a reduction of stress concentrations around aggregates during mechanical loading and shrinkage cracking. The damage development during the three-point bending was investigated using a 2D plane-stress nonlinear finite element analysis utilizing isotropic damage model. The results were compared to the experimentally obtained data and the study revealed that the numerical model is able to capture trends observed during the experimental testing. Both, numerical and experimental, analyses indicate that the addition of crushed brick makes the mortars more compliant and does not contribute to a strength reduction. (en)
Title
  • Bending Strength of Mortars Containning Crushed Brick Particles
  • Bending Strength of Mortars Containning Crushed Brick Particles (en)
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  • Bending Strength of Mortars Containning Crushed Brick Particles
  • Bending Strength of Mortars Containning Crushed Brick Particles (en)
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  • RIV/68407700:21110/13:00210054!RIV14-MSM-21110___
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  • 63084
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  • RIV/68407700:21110/13:00210054
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  • Bending strength; Lime-based mortars; Crushed bricks; Three-point bending test (en)
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  • [2A80B5495ABA]
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  • Litoměřice
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  • Ústí nad Labem
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  • Proceedings of the 51st Conference on Experimental Stress Analysis
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  • Padevět, Pavel
  • Plachý, Tomáš
  • Tesárek, Pavel
  • Nežerka, Václav
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  • FVTM,UJEP
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  • 978-80-7414-579-7
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  • 21110
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