Please use this identifier to cite or link to this item: http://hdl.handle.net/1822/39663

TitleImplementation and validation of a strain rate dependent anisotropic continuum model for masonry
Author(s)Rafsanjani, Seyedebrahim Hashemi
Lourenço, Paulo B.
Peixinho, Nuno
KeywordsBlock work masonry
Impact
Continuum model
Anisotropy
Out of plane response
Dynamic increase factor
Issue date2015
PublisherPergamon-Elsevier Science Ltd
JournalInternational Journal of Mechanical Sciences
Abstract(s)A newly developed strain rate dependent anisotropic continuum model is proposed for impact and blast applications in masonry. The present model adopted the usual approach of considering different yield criteria in tension and compression. The analysis of unreinforced block work masonry walls subjected to impact is carried out to validate the capability of the model. Comparison of the numerical predictions and test data revealed good agreement. Next, a parametric study is conducted to evaluate the influence of the tensile strengths along the three orthogonal directions and of the wall thickness on the global behavior of masonry walls.
TypeArticle
URIhttp://hdl.handle.net/1822/39663
DOI10.1016/j.ijmecsci.2015.10.001
ISSN0020-7403
Peer-Reviewedyes
AccessOpen access
Appears in Collections:ISISE - Artigos em Revistas Internacionais

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