Experimental and numerical analysis of bending-buckling mixed failure of brickwork walls
Cita com:
hdl:2117/22291
Document typeArticle
Defense date2013-06
Rights accessOpen Access
Abstract
The eccentric in-plane loading of masonry walls involves complex bending performance that includes second-order effects. In this work, a bidimensional (2D) simplified micro-model for the analysis of this type of failure is developed. An experimental investigation based on 20 tests of full-scale unreinforced masonry walls is performed. The tests are characterised by slenderness and load eccentricity. The analytical methods of Eurocode-6 and ACI-530 are compared with experimental data from the present investigation, other experimental results available in the literature and simulation results from the numerical model.
CitationBernat, E. [et al.]. Experimental and numerical analysis of bending-buckling mixed failure of brickwork walls. "Construction & building materials", Juny 2013, vol. 43, p. 1-13.
ISSN0950-0618
Publisher versionhttp://www.sciencedirect.com/science/article/pii/S0950061813000895
Collections
- Departament d'Enginyeria de la Construcció (fins octubre 2015) - Articles de revista [212]
- TE - Tecnologia d'Estructures - Articles de revista [112]
- Departament de Resistència dels Materials i Estructures en Enginyeria (fins octubre 2015) - Articles de revista [286]
- LITEM - Laboratori per a la Innovació Tecnològica d'Estructures i Materials - Articles de revista [63]
Files | Description | Size | Format | View |
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EXPERIMENTAL AN ... RE OF BRICKWORK WALLS.docx | 1,908Mb | Microsoft Word 2007 | View/Open |
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