Stone Arch Bridges Under In-plane Loading:Discrete Element Modelling And IncrementalAnalysis Up To Failure
Published in WIT transactions on the built environment • Jan 1, 1970
NobleIDNI3P83W32R44S72
Authors:,
Ugo Andreaus
L. Ippoliti
Abstract
Computer modelling by the Discrete Element Method and incremental analysis up to failure have been worked out for a one span arch bridge made by sandstone blocks acted by monotonically increasing in-plane loading. The numerical simulation has been carried out via ANSYS code. Micro-modelling has been...
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