Nonlinear structural analysis of a masonry wall
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Bibliografische Angaben
| Autor(en): |
Guangli Du
(Department of the Built Environment, Aalborg University Copenhagen, Denmark)
Thomas Cornelius (Department of the Built Environment, Aalborg University Copenhagen, Denmark) Joergen Nielsen (Department of the Built Environment, Aalborg University Copenhagen, Denmark) Lars Zenke Hansen (Niras A/S, Copenhagen, Denmark) |
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| Medium: | Tagungsbeitrag | ||||
| Sprache(n): | Englisch | ||||
| Tagung: | IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021 | ||||
| Veröffentlicht in: | IABSE Congress Ghent 2021 | ||||
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| Seite(n): | 809-818 | ||||
| Anzahl der Seiten (im PDF): | 10 | ||||
| DOI: | 10.2749/ghent.2021.0809 | ||||
| Abstrakt: |
Structural modelling of a masonry wall is challenging due to material properties, eccentricity of the vertical load, slenderness ratio etc. In recent theoretical developments for design of masonry walls, a new “Phi” method to determine the eccentricity is adopted in Eurocode 6. However, the comparisons between this method and the conventional “Ritter” method shows that for certain prerequisites it would result in substantial different load-bearing capacity. Hence, in order to investigate how support conditions influence the load bearing capacity of the wall, this study performs a nonlinear numerical analysis of a wall for several load cases in ABAQUS and the result is verified with an independently developed calculation tool using MATLAB. The results show that the top rotation plays a significant role for the load bearing capacity of the masonry wall supported by slabs at both ends. It is difficult to estimate the eccentricities without a rigorous calculation. |
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| Stichwörter: |
FEM Mauerwerk Lastexzentrizität
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| Copyright: | © 2021 International Association for Bridge and Structural Engineering (IABSE) | ||||
| Lizenz: | Die Urheberrechte (Copyright) für dieses Werk sind rechtlich geschützt. Es darf nicht ohne die Zustimmung des Autors/der Autorin oder Rechteinhabers/-in weiter benutzt werden. |
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