Katalin Bagi
Documents
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Forgács,T. - Sarhosis, V. - Bagi, K. (2017): Minimum thickness of semi-circular skewed masonry arches. Engineering Structures (accepted)
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Bagi, K. (2016): The DDA Method. In: Sarhosis et al: Comp.Mod.MasonryStructuresUsingtheDiscreteElementMethod, IGI
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Bagi, K. (2016): The Contact Dynamics Method. In: Sarhosis et al: Comp.Mod.MasonryStructuresUsingtheDiscreteElementMethod, IGI
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Lengyel, G. - Bagi, K. (2016): Horizontal reaction components of pointed vaults. IntJ MasonryResearch&Innovation,1(4),398-420
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Simon,J. - Bagi,K.(2016): DEM analysis of the minimum thickness of oval masonry domes. IntJ.Architectural Heritage 10(4),457-475
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Bagi, K.(2014): Non-Heymanian Collapse Modes (Int. J. Solids & Structures, Vol. 51, pp. 2696-2705)
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Lengyel, G. - Bagi, K.(2015): Numerical analysis of the role of ribs in masonry crossvaults. Computers&Structures 158, pp.42–60
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Szakály,F-Hortobágyi,Zs-Bagi,K2016: Shear resistance of planar walls with different bond patterns,Constr& BuildingTech10:190:202
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DEM Draft: Front page and Content
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DEM Draft 01: Introduction to DEM
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DEM Draft 02: The Equations of Motion
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DEM Draft 03: Overview of Numerical Methods
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DEM Draft 04: BALL-type Models
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DEM Draft 05: UDEC
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DEM Draft 06: Quasi-Static Methods
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DEM Draft 07: The DDA Model
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DEM Draft 08: The Contact Dynamics Method
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DEM Draft 09: Interpretation of the Results I.: Geometry
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DEM Draft 10: Interpretation of the Results II.: Stress and Strain
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DEM Draft: Suggested Reading
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Hazay, M.: Introduction to the FEM/DEM method of Munjiza (tentative tutorial)
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Turi, N.: How to start using 3DEC (Version 4.1)
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Sample problem for PFC: Preparation and compression of a 2D concrete block
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Sample problem for PFC: Fill up a 2D container with irregular grains
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Graz cooperation
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DEM homework 2013: Couplet-Heyman thickness of masonry arches, Jáger B.
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DEM homework 2014: Horisontal reaction of a Romanesque and a Gothic arch, Pap Zs.
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DEM homework 2015: Derand's Cathedral Design Rule, Jobbágy D
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DEM homework 2015: Skew bridges, Forgács T.
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MSc Diploma Thesis: Tamas Forgacs Skew bridges
