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• W2443932524 abstract "The “distinct element method” was proposed by Peter Cundall in 1971 for the analysis of rock slopes by means of rigid block or circular particle models. This method led to the UDEC and 3DEC codes, presently in wide use in rock engineering. Their application to masonry structures started in the 90's, as researchers found that they were also excellent tools to approach the highly nonlinear behavior of masonry, in particular the collapse processes of stone block structures under static or seismic loads. This chapter reviews the essential assumptions of UDEC and 3DEC, relating them to other methods and codes, and stressing the features that make them suitable for masonry analysis. Rigid and deformable blocks, contact mechanics, contact detection, and solution algorithms are examined. Key issues in the modelling of masonry are addressed, including: irregular block models; determination of collapse loads; large displacement analysis; computational efficiency issues in dynamic analysis. Practical examples taken from the published literature illustrate these issues." @default.
• W2443932524 created "2016-06-24" @default.
• W2443932524 creator A5024587548 @default.
• W2443932524 date "2016-01-01" @default.
• W2443932524 modified "2023-10-14" @default.
• W2443932524 title "The Basis for Masonry Analysis with UDEC and 3DEC" @default.
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• W2443932524 doi "https://doi.org/10.4018/978-1-5225-0231-9.ch003" @default.
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